Raw Mill House by Hamed

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Structural Calculation Report for Raw Mill Project Document No. :

A4-06107-36A-01-C2ST001

H.Roshanaei Prepared

K.Saberi Checked

S.Sepanji Approved

For Filing Description

25-June-09 Date

A Rev.

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Part A: Introduction

Part B: Calculation Report

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Part A: Introduction

Table of Content

1. 2. 3. 4. 5. 6.

Introduction General View Structural System Codes Material Quality Geotechnical Conditions & Soil Characteristics

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

1 Introduction This part prescribes Special Design Criteria required for Structural modeling, analysis and design of Raw Material Hoppers. For criteria not stated here, General Design Criteria (Document No. 000-G2-ST-001) will be applied. Loading process generally includes two types of loads: 1) Equipment Loads, which has been considered as given in technological drawings. 2) Structural Loads, which only depends on the structure itself and has been evaluated according to General Design Criteria. Raw Mill building is a structure for supporting the equipments whose main role is to grind raw materials in process line. The main part (lower part) of this structure is designed as concrete moment frames up to level +29.150.But between axis 7 to 10 in X-Direction and E to J in Y-Direction concrete part is up to level +18.600. This concrete part is covered by a thick concrete slab (800mm) provided seat for Cyclones in level +28.100 which is the main platform in all levels and other levels is covered by thick (400 or 600 mm) or thin slab (200 mm). In some part, above this concrete part there is steel frame structure braced in two directions up to the roof at 41 meters height.

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

2 General View Location of structure in plant site is shown in figure 1.

Figure 1: Location in Plant Site

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

In figures 2 and 3, three dimensional views of the structure are shown:

Crane Cyclones

Fan Foundation Mill

Figure 2: South East View

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Bridge recirculation Bridge Bypass

Reject Bin

Steel Part

Concrete Part

Hot Air Gas

Figure 3: North West View

Reject Bin

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

3 Structural System 3.1 Foundation Substructure system is a mat foundation under the concrete columns.

3.2 Super Structure 3.2.1 Gravity loads At lower part of the structure (concrete part) all vertical (gravity) loads, raw material weight and also Equipments are supported by concrete moment frame including concrete slabs at stories levels. Above this part, vertical loads are carried by steel framing with simple connections and bracings.

3.2.2 Lateral loads Lateral loads of structure will be supported by Special Moment Frame (SMF) at concrete lower part. Lateral loads of top steel structure will be resisted by Special Concentrically Braced Frame (SCBF) in north-south and east-west directions.

3.2.3 Floors In concrete part, floor is consisted of auxiliary concrete floors whose thickness is 200mm and main concrete floors which support the main Equipments such as Cyclones and Bins are 400, 600 and 800 mm. For the steel structure, floors are consisted of secondary steel beams covered by checkered plate.

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

4 Codes See General Design Criteria (Document No. 000-G2-ST-001) regarding applicable standards and codes for selection of structural systems, material properties, loading, analysis and design.

5 Material Quality See General Design Criteria (Document No. 000-G2-ST-001) / Section-3 for material quality including cement, aggregates, concrete, reinforcing bar, structural steel, bolts, nuts, washers, welding electrodes, anchor bolts, embedded items, grout and etc.

6 Geotechnical Conditions & Soil Characteristics See General Design Criteria (Document No. 000-G2-ST-001) / Section-1.2.5 for Geotechnical Conditions & Soil Characteristics also refer to section 6 for foundation design.

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Part B Calculation Report Table of Content

1. 2. 3. 4.

Geometry Modeling Loads & Load Combinations Model Analysis 4‐1. General 4‐2. Deformation 4‐3. Internal Forces Design 5‐1. Foundations 5‐2. Frames (Columns, Beams, Bracings) 5‐3. Slabs

Appendices:

I. II. III. IV. V.

Appendix I: Structural Drawings Appendix II: Table of Load Combinations Appendix III: Table of Joints Displacements Appendix IV: Table of Concrete Element Design Report Appendix V: Table of Steel Element Design Report

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐1:

Geometry Note: Also refer to (Appendix‐I) for Structural Drawings.

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Crane Cyclones

Fan Foundation Mill

3D Shapes South East View

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Bridge recirculation Bridge Bypass

Reject Bin

Steel Part

Concrete Part

Hot Air Gas

3D Shapes North West View

Reject Bin

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐2:

Modeling Note: Refer to (Attached CD) for Structural Models as listed below.

List of Model(s) Item

Model File Name

Description

36A.SDB

With Soil Interaction

36A-Fixed Base.SDB

Without Soil Interaction

SAP2000

SAP2000 v10.1.0 - File:36A - 3-D View - KN, m, C Units

6/7/09 14:54:25

SAP2000

SAP2000 v10.1.0 - File:36A - 3-D View - KN, m, C Units

6/7/09 14:58:22

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐3:

Loads & Load Combinations

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

3 Loads 3.1 Dead Load Weight of structural components is included in analytical model based on specific weight of 25KN/m3 for concrete and 78.5KN/m3 for steel parts.

3.2 Super Dead Load Super dead loads are dead load of nonstructural components such as following items: Grating floors:

Not applicable

Checkered plate floors:

0.65 KN/m2

Brick Walls:

Not applicable

False ceiling:

Not applicable

Roof Covering

0.2 KN/m2

3.3 Live Load Live loads include the followings: Main Platforms:

5.0 KN/m²

Auxiliary Platforms:

3.5 KN/m²

Gangways and stairs:

2.5 KN/m²

Roof Dust:

0.5 KN/m2

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

3.4 Equipment and Machinery Load Location and amount of each equipment load is in accordance with the technological drawings. Equipment loads in technological drawings are defined in different categories: a) Load of equipments These loads are due to the weight of equipments (including materials). In order to find the seismic load at supports of these equipments, in the analytical model, equivalent mass of equipments are included in dynamic analysis. In this way seismic load of such masses are applied to the structure. In cases in which the seismic loads of equipments are defined, these loads will also be used to check the connection and supporting beams. b) Reaction forces at supports estimated by technological drawings At supports of equipments, vertical and lateral loads due to gravity, wind and earthquake are defined. For these supports all the defined loads are applied according to technological drawings.

3.5 Crane Load There is one Crane with capacity of 360 KN shown at level +28.150 in Technological drawing. Moreover two monorails can be seen in this building. One of them located in axes H at level +8.350 whose capacity is 120 KN. The other one is at level +33.800 with capacity of 20 KN.

3.6 Soil, Oil and Water Pressure Load Soil and oil pressure loads are evaluated as follows: Soil Static Load Soil Dynamic Load Oil or Water Static Load Oil or Water Dynamic Load

Not applicable Not applicable Not applicable Not applicable

3.7 Thermal Load Since the value of ΔT (ambient differential temperature) is negligible, thermal loads are not taken into account for analysis and design of this Structure.

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

3.8 Wind Loads Wind loads are evaluated as stated in General Design Criteria according to ASCE 7 Minimum Design Loads for buildings and other Structures. Velocity pressure= 600 N/m2 at 10m height (considering Kz=1 & Kd=0.85). Also refer to next page for wind load evaluation.

3.9 Earthquake Loads Earthquake loads are evaluated as stated in General Design Criteria regarding the following considerations: The lateral load resisting system of concrete part is Special Moment Frame (Response Modification Coefficient; Rbot=8 and System Overstrength Factor Ω0=3 ), and the lateral load resisting system of Top steel structure is Special Concentrically steel Braced Frames (Response Modification Coefficient; Rtop=6 and System Overstrength Factor Ω0=2 ), Since the top steel structure mass is 2% (less than 10%) of total building mass, the Response Modification Coefficient (R) is assumed equal to 8 for whole structure. But for steel part design, Load Combinations are modified accordingly. Importance factor for this department is assumed as 1.0 (I =1.0) Dynamic analysis method will be used for seismic load evaluation. Equipment earthquake loads evaluated based on equipment’s mass is applied for design of lateral load resisting system as global earthquake load. Equipment earthquake loads defined in equipment supplier drawings is applied also for design of equipment connections and supports. These loads are considered as local earthquake loads. Also refer to next pages for seismic load evaluation.

3.10 Erection Load No Erection Load found in outline drawings.

3.11 Truck Load No Truck Load will be applied to the structure.

Wind Load Evaluation (Enclosed & Partially Enclosed Buildings) ( According to ASCE7 )

Cerro Azul Cement Plant

Velocity Pressure Exposure Coefficient

Wind Characteristics

Z (m)

Wind Speed: Fastest mile speed=

102

Km/h

3 sec. Gust Speed (V) =

120

Km/h

0.0

0.850

P=G Cp qz

2.0

0.850

0.85

4.0

0.850

Cp=

Below Fig.

6.0

0.899

8.0

0.955

10.0

1.001

12.0

1.040

14.0

1.074

16.0

1.104

18.0

1.132

20.0

1.157

22.0

1.181

24.0

1.203

26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0

1.223 1.242 1.260 1.278 1.294 1.310 1.324 1.339 1.353 1.366 1.379 1.391 1.403

52.0

1.415

54.0

1.426

56.0

1.437

58.0

1.447

60.0

1.458

62.0

1.468

64.0

1.478

66.0

1.487

68.0

1.497

70.0

1.506

72.0

1.515

74.0

1.523

76.0

1.532

78.0

1.540

80.0

1.549

Exposure Category=

qz=(0.613K ztKdV2I)Kz

N/m2

600 K z

Importance Factor (I) =

1.0

Topographic Factor (K zt) =

1.0

Kz (Z<4.6 m) =

0.85

Gust Factor (G) =

0.85

Kz (Z>4.6 m) =

0.617 Z

0.21

Velocity Pressure Exposure Coefficient (Kz) 90 80 70

Height , Z(m)

# # # # # # # # # # # # # # # # # # # # # # # # # #

Wind Loading Procedure

0 0.60

0.80

1.00

1.20

1.40

1.60

Seismic Load Evaluation (NonBuilding Structure similar to Building) ( According to ASCE7 ) Structure Cerro Azul Cement Plant Dep. Code: 36A Characteristics

X Direction

Design Response

Equivalent Static Method

Spectrum Function

CS ** =

0.034

T (sec)

Sa (g)

0.0

0.292

0.1

0.511

0.2

0.730

0.3

0.730

0.4

0.730

0.5

0.730

Massx =

8263

Ton

CS (Min) *** =

0.030

Thus C SX (Static) =

0.034

MassY =

8263

Ton

Tx dyn* =

1.88

sec

Ty dyn* =

1.87

sec

1.0

Rx=

Ry=

X (Static)

2749

Modal Response Spectrum Method (With Soil Interaction) V

Site Characteristics

X (Spec)

†=

2142

Thus C SX (Spec) =

0.026

0.6

0.730

[ VX (Spec) / V X (Static) ]††

78%

0.7

0.730

SS=

1.00

Modal Response Spectrum Method

0.8

0.638

S1 =

0.51

(Without Soil Interaction)

0.9

0.567

SDS=

0.73

1.0

0.510

1.1

0.464

1.2

0.425

1.3

0.392

SD1 =

0.51

Site Class

Seismic Design Category

X (Spec-Fixed Based) ††† =

2174

[ VX (Spec) / V X (Spec-Fixed Base) ]††††

99%

Y Direction

1.4

0.364

CS ** =

0.034

1.5

0.340

CS (Min) *** =

0.030

1.6

0.319

Thus C SY (Static) =

0.034

1.7

0.300

1.8

0.283

1.9

0.268

2.0

0.255

Equivalent Static Method

Y (Static)

2763

Modal Response Spectrum Method † refer to Section B‐4‐1 / Table‐Base Reaction †† only for information ††† refer to Fixed Base model (without soil interaction) †††† is checked to be >70% (acc. to ASCE7‐05/Sec.15.4.1 /7)

Y (Spec) † =

2170

Thus C SY (Spec) =

0.027

2.1

0.243

[ VY (Spec) / V Y (Static) ]††

79%

2.2

0.232

2.3

0.222

2.4

0.213

2.5

0.204

2.6

0.196

2.7

0.189

2.8

0.182

2.9

0.176

3.0

0.170

3.1

0.165

3.2

0.159

3.3

0.155

Modal Response Spectrum Method (Without Soil Interaction) V

Y (Spec-Fixed Based)

††† =

2228

[ VY (Spec) / V Y (Spec-Fixed Base) ]††††

Spectral Response Acceleration ,Sa (g)

# # # # # # # # # # # # # # # # # # # # # # # # #

Note: * refer to Section B‐4‐1 / Effective Periods ** acc. to ASCE7‐05 / Sec.12.8.1.1 (T=T dyn) *** acc. to ASCE7‐05 /Similar to Nonbuilding structure as absolute Minimum using Eq.15.4‐1

97%

Design Response Spectrum

0.80 0.70 0.60 0.50 0.40

3.4

0.150

0.30

3.5

0.146

0.20

3.6

0.142

0.10

3.7

0.138

0.00

3.8

0.134

3.9

0.131

4.0

0.128

0.0

0.5

1.0

1.5 2.0 Period T (sec)

2.5

3.0

3.5

4.0

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Load Combinations In order to analyze and design the structural model, the following Main Load cases have been considered:

Main Load Case

DL LL HL FL TL BRL CR WL EL

Description: Dead loads Live Loads Soil Loads Hydrostatic Loads Thermal Loads Break Down Loads Crane Loads Wind Loads Earthquake Loads

Table 1: MAIN LOAD CASES

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EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

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CONSULTANT:

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36A–C2–ST-001

Table 2: LOAD COMBINATIONS Main Load Cases

UF (i)

U (i)

AF (i)

A (i)

Combinations

A1 A2 A5 A6 A7 A8 A9 AF5 AF6 AF8 U1 U2 U4 U5 U6 U7 U9 UF5 UF7 PASD PASD‐F PUSD PUSD‐F

1+0.14SDS

1+0.105SDS

0.6

0.7ρ 0.75

0.525ρ

0.6‐0.14SDS

0.75

1+0.14SDS

1+0.105SDS

0.6‐0.14SDS

0.7ρ 0.75

0.375

0.75 0.7Ω0 0.525Ω0

0.75

0.7Ω0

1.4

1.2

1.6

1.2

1.2+0.2SDS

0.9

1.6

0.9‐0.2SDS

1.6

1.2

BRL

1.275

1.2+0.2SDS 0.9‐0.2SDS

1.2

1.6 1.6 ρ 1.6 ρ

1.275

0.6375

1.275 Ω0

Ω0

1.6

env (A1,A2,A5,A6,A7,A8,A9) env (AF5,AF6,AF8) env (U1,U2,U4,U5,U6,U7,U9) env (UF5.UF7)

Notes: All A(i) combinations (ASD: Allowable Stress Design Level) have been considered for soil pressure control, deflections control and steel elements design. All U(i) combinations (USD: Ultimate Strength Design Level) have been considered for concrete elements design. All AF(i) combinations (ASDF: Allowable Stress Design Level with Overstrength Effect) have been considered for steel force control elements design. All UF(i) combinations (USDF: Ultimate Strength Design Level with Overstrength Effect) have been considered for force control concrete elements design. In table 2, env (…) means the envelope effect of load combinations written in parentheses. The following Seismic parameters have been considered for this structure according to Section 3.9 .

SDS

Ω0

0.73g

1.3

For more details about load combinations refer to Appendix-II .

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐4:

Model Analysis

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐4‐1:

Model Analysis General

M O D A L

L O A D

P A R T I C I P A T I O N

R A T I O S

CASE: MODAL LOAD, ACC, OR LINK/DEF (TYPE) (NAME) ACC ACC ACC ACC ACC ACC

UX UY UZ RX RY RZ

STATIC (PERCENT)

DYNAMIC (PERCENT)

EFFECTIVE PERIOD

99.9599 99.9569 1.7412 98.9164 98.2948 99.9379

91.9435 91.9693 0.1360 45.5546 36.0166 92.3343

1.887885 1.876208 0.245372 1.884690 1.889082 1.689277

(*) NOTE: DYNAMIC LOAD PARTICIPATION RATIO EXCLUDES LOAD APPLIED TO NON-MASS DEGREES OF FREEDOM

TABLE: Modal Participating Mass Ratios OutputCase StepType StepNum Period Text Text Unitless Sec MODAL Mode 1 1.9675 MODAL Mode 2 1.8722 MODAL Mode 3 1.6723 MODAL Mode 4 1.4861 MODAL Mode 5 0.9911 MODAL Mode 6 0.9371 MODAL Mode 7 0.7227 MODAL Mode 8 0.5873 MODAL Mode 9 0.5527 MODAL Mode 10 0.5501 MODAL Mode 11 0.5039 MODAL Mode 12 0.5026 MODAL Mode 13 0.4834 MODAL Mode 14 0.4630 MODAL Mode 15 0.4460 MODAL Mode 16 0.4320 MODAL Mode 17 0.4210 MODAL Mode 18 0.4063 MODAL Mode 19 0.3876 MODAL Mode 20 0.3523

UX Unitless 0.3885 0.3406 0.0000 0.1053 0.0000 0.0022 0.0009 0.0000 0.0001 0.0000 0.0077 0.0530 0.0037 0.0003 0.0037 0.0118 0.0015 0.0001 0.0000 0.0002

UY Unitless 0.2666 0.4799 0.0000 0.0766 0.0000 0.0247 0.0003 0.0000 0.0010 0.0000 0.0024 0.0051 0.0335 0.0189 0.0018 0.0003 0.0022 0.0023 0.0004 0.0034

UZ Unitless 0.0000 0.0000 0.0000 0.0000 0.0004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 0.0000 0.0000 0.0002 0.0000 0.0002 0.0000 0.0001 0.0000 0.0000

SumUX Unitless 0.3885 0.7291 0.7291 0.8344 0.8344 0.8366 0.8375 0.8375 0.8376 0.8376 0.8453 0.8983 0.9019 0.9022 0.9059 0.9177 0.9192 0.9193 0.9193 0.9194

SumUY Unitless 0.2666 0.7466 0.7466 0.8232 0.8232 0.8479 0.8482 0.8482 0.8492 0.8492 0.8516 0.8567 0.8903 0.9092 0.9109 0.9113 0.9135 0.9158 0.9162 0.9197

SumUZ Unitless 0.0000 0.0000 0.0000 0.0000 0.0004 0.0004 0.0004 0.0004 0.0005 0.0005 0.0008 0.0008 0.0008 0.0010 0.0010 0.0012 0.0013 0.0013 0.0013 0.0014

TABLE: Base Reactions OutputCase CaseType Text Text Dead00 LinStatic Supd100 LinStatic Wall100 LinStatic Live00 LinStatic Live20 LinStatic Live100 LinStatic Hydr LinStatic Soil LinStatic EAX LinStatic EAY LinStatic WXP LinStatic WXNP LinStatic WYP LinStatic WYNP LinStatic EMDL00 LinStatic EMDL100 LinStatic EMLL100 LinStatic EMLL00 LinStatic EMLL80 LinStatic EMWX LinStatic EMWXN LinStatic EMWY LinStatic EMWYN LinStatic EMEXLO LinStatic EMEXGL LinStatic EMEYLO LinStatic EMEYGL LinStatic EMDYN LinStatic EMBRKD LinStatic EMT LinStatic SpecX LinRespSpec SpecY LinRespSpec EMEZGL LinStatic WXT LinStatic WXNT LinStatic WYT LinStatic WYNT LinStatic WIT LinStatic WIP LinStatic CLV1 LinStatic CLV2 LinStatic CLH LinStatic Null LinStatic DL Combination LL Combination EMTN Combination CLHN Combination CR1 Combination CR1 Combination CR2 Combination CR2 Combination WIPT Combination

StepType Text

Max Max

Max Min Max Min Max

GlobalFX KN 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ‐2737.306 0.000 ‐289.560 303.331 148.859 148.859 0.000 ‐13.198 ‐1.000 0.000 0.000 ‐677.665 677.665 17.983 ‐17.983 ‐4633.351 0.000 105.123 0.000 0.000 0.000 0.000 2142.252 1258.858 0.000 ‐289.560 270.241 115.769 115.769 122.820 ‐122.820 0.000 0.000 ‐350.000 0.000 ‐13.198 ‐1.000 0.000 350.000 350.000 ‐350.000 350.000 ‐350.000 122.820

GlobalFY KN 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ‐2753.357 ‐58.699 ‐58.699 ‐288.335 239.866 0.000 8.333 0.000 0.000 0.000 ‐31.378 31.378 ‐709.999 709.999 ‐63.869 0.000 ‐1757.685 0.000 0.000 0.000 0.000 1267.323 2170.624 0.000 ‐26.767 ‐26.767 ‐314.418 297.882 ‐36.445 36.445 0.000 0.000 ‐360.000 0.000 8.333 0.000 0.000 360.000 360.000 ‐360.000 360.000 ‐360.000 36.445

GlobalFZ GlobalMX GlobalMY KN KN‐m KN‐m 176803.288 3450741.960 ‐4252672.900 501.861 12556.985 ‐8928.513 0.000 0.000 0.000 15667.806 339352.720 ‐388558.660 0.000 0.000 0.000 395.490 9799.613 ‐6124.919 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ‐65924.723 0.000 66278.030 ‐0.001 ‐596.915 ‐14336.727 989.833 ‐686.172 ‐14909.825 19855.505 ‐529.683 ‐3452.360 12270.131 ‐615.816 ‐20865.265 13810.738 4864.625 99981.247 ‐139778.737 6686.200 102573.799 ‐171492.256 7972.800 88802.440 ‐149745.611 811.375 3213.069 ‐24209.323 0.000 0.000 0.000 42.000 1733.538 ‐17443.296 ‐42.000 ‐1733.538 17443.296 1.000 19642.553 175.280 ‐7.000 ‐19718.246 81.967 27.000 3213.468 ‐119714.098 0.000 0.000 0.000 ‐166.000 45609.941 8001.482 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.735 27717.282 46459.454 15.799 47617.334 27328.656 0.000 0.000 0.000 ‐176.422 ‐2322.451 ‐5308.907 ‐100.227 ‐1833.221 9557.298 ‐233.815 1557.661 6549.173 ‐160.287 ‐11736.353 5234.022 ‐346.941 ‐7410.215 8609.836 346.941 7410.215 ‐8609.836 2430.000 52771.500 ‐36657.800 2195.000 65215.250 ‐29654.800 0.000 10116.000 ‐9835.000 0.000 0.000 0.000 188855.974 3665853.990 ‐4572872.400 24847.471 441167.842 ‐568638.510 0.000 0.000 0.000 0.000 ‐10116.000 9835.000 2430.000 52771.500 9835.000 0.000 ‐10116.000 ‐36657.800 2195.000 65215.250 9835.000 0.000 ‐10116.000 ‐29654.800 346.941 7410.215 8609.836

GlobalMZ KN‐m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 44176.802 ‐60659.702 8752.964 ‐9379.930 ‐6731.729 ‐2103.987 0.000 738.901 26.050 0.000 0.000 6834.681 ‐6834.681 ‐18296.831 18296.831 41096.747 0.000 ‐41803.254 0.000 0.000 0.000 0.000 49112.389 53377.756 0.000 9324.115 ‐8596.314 ‐6863.562 ‐976.072 ‐4135.725 4135.725 0.000 0.000 4342.900 0.000 738.901 26.050 0.000 ‐4342.900 4342.900 ‐4342.900 4342.900 ‐4342.900 4135.725

WIPT WLXP WLXP WLXNP WLXNP WLYP WLYP WLYNP WLYNP WLYNT WLYNT WLYT WLYT WLXT WLXT WLXNT WLXNT HL FL TL TL BRL A1 A2‐CR1 A2‐CR1 A2‐CR2 A2‐CR2 A5‐EXLN A5‐EXLP A5‐EYLN A5‐EYLP A5‐SXPN A5‐SXPN A5‐SXPP A5‐SXPP A5‐SYPN A5‐SYPN A5‐SYPP A5‐SYPP A5‐WXPN A5‐WXPN A5‐WXPP A5‐WXPP A5‐WXTN A5‐WXTN A5‐WXTP A5‐WXTP A5‐WXYPN A5‐WXYPN A5‐WXYPP A5‐WXYPP A5‐WXYTN A5‐WXYTN A5‐WXYTP A5‐WXYTP

Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination

Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min

Max Min

Max Min Max Min

Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min

‐122.820 ‐844.405 ‐1090.045 1103.816 858.176 289.662 44.022 253.697 8.057 220.607 ‐25.034 256.572 10.932 ‐844.405 ‐1090.045 1070.726 825.086 0.000 0.000 0.000 0.000 0.000 ‐13.198 335.802 ‐364.198 335.802 ‐364.198 4201.832 ‐4230.867 ‐110.179 81.144 1934.932 ‐1963.967 1934.932 ‐1963.967 1131.044 ‐1160.079 1131.044 ‐1160.079 1090.618 844.978 ‐857.603 ‐1103.243 1057.528 811.888 ‐857.603 ‐1103.243 1004.937 636.477 ‐429.255 ‐797.715 955.302 586.841 ‐454.073 ‐822.533

‐36.445 ‐53.631 ‐126.522 9.125 ‐63.766 ‐961.888 ‐1034.779 986.310 913.419 1044.326 971.435 ‐987.971 ‐1060.862 ‐21.699 ‐94.590 41.057 ‐31.834 0.000 0.000 0.000 0.000 0.000 8.333 368.333 ‐351.667 368.333 ‐351.667 67.288 ‐48.955 1608.660 ‐1590.327 1162.430 ‐1144.097 1162.430 ‐1144.097 1984.434 ‐1966.101 1984.434 ‐1966.101 17.458 ‐55.433 ‐45.298 ‐118.189 49.390 ‐23.501 ‐13.366 ‐86.257 754.909 645.573 ‐753.306 ‐862.643 822.370 713.033 ‐748.919 ‐858.256

‐346.941 ‐207.974 ‐901.856 ‐381.231 ‐1075.113 ‐181.742 ‐875.624 ‐275.875 ‐969.757 179.654 ‐514.228 114.126 ‐579.756 212.519 ‐481.363 204.714 ‐489.168 0.000 0.000 0.000 0.000 0.000 188855.974 216133.446 213703.446 215898.446 213703.446 207717.002 207766.142 207892.632 207590.512 207759.531 207723.613 207759.531 207723.613 207755.949 207727.195 207755.949 207727.195 188474.743 187780.861 188648.000 187954.118 189060.688 188366.806 189068.493 188374.611 188363.145 187322.322 188563.687 187522.864 189144.250 188103.427 189100.958 188060.135

‐7410.215 ‐5192.973 ‐20013.404 ‐9233.148 ‐24053.578 23600.409 8779.979 ‐33173.296 ‐47993.727 ‐24044.384 ‐38864.815 28610.429 13789.999 6821.303 ‐7999.128 3843.456 ‐10976.974 0.000 0.000 0.000 0.000 0.000 3665853.990 4159793.330 4096905.830 4172237.080 4096905.830 4029515.130 4035363.640 3990934.340 4073944.430 4057662.110 4007216.660 4057662.110 4007216.660 4075771.160 3989107.610 4075771.160 3989107.610 3656620.840 3641800.410 3660661.020 3645840.590 3669697.450 3654877.010 3672675.290 3657854.860 3634049.160 3611818.510 3679659.570 3657428.920 3650703.290 3628472.650 3692427.790 3670197.140

‐8609.836 ‐7843.627 ‐25063.299 45908.637 28688.965 21055.247 3835.575 22502.540 5282.868 13925.825 ‐3293.847 15334.289 ‐1885.383 ‐14142.367 ‐31362.039 35610.430 18390.758 0.000 0.000 0.000 0.000 0.000 ‐4572872.400 ‐5131675.900 ‐5178168.700 ‐5131675.900 ‐5171165.700 ‐4921219.800 ‐5139099.500 ‐5037441.000 ‐5022878.300 ‐4987881.600 ‐5072437.800 ‐4987881.600 ‐5072437.800 ‐5005290.600 ‐5055028.800 ‐5005290.600 ‐5055028.800 ‐4526963.800 ‐4544183.500 ‐4580716.100 ‐4597935.700 ‐4537262.000 ‐4554481.700 ‐4587014.800 ‐4604234.500 ‐4521564.000 ‐4547393.600 ‐4562963.700 ‐4588793.200 ‐4535720.200 ‐4561549.700 ‐4571978.500 ‐4597808.000

‐4135.725 19723.370 11451.920 ‐12078.886 ‐20350.336 ‐20892.835 ‐29164.285 20328.569 12057.119 21456.484 13185.034 ‐21024.668 ‐29296.118 20294.521 12023.071 ‐11295.269 ‐19566.719 0.000 0.000 0.000 0.000 0.000 738.901 5107.851 ‐3577.949 5107.851 ‐3577.949 ‐36585.249 38210.831 38853.752 ‐37228.170 45505.065 ‐43879.483 45505.065 ‐43879.483 49386.549 ‐47760.967 49386.549 ‐47760.967 ‐11339.985 ‐19611.435 20462.271 12190.821 ‐10556.368 ‐18827.818 21033.422 12761.972 6926.163 ‐5481.012 ‐138.198 ‐12545.373 8359.812 ‐4047.363 191.291 ‐12215.884

A5‐WYPN A5‐WYPN A5‐WYPP A5‐WYPP A5‐WYTN A5‐WYTN A5‐WYTP A5‐WYTP A6‐EXLN A6‐EXLP A6‐EYLN A6‐EYLP A6‐SXPN A6‐SXPN A6‐SXPP A6‐SXPP A6‐SYPN A6‐SYPN A6‐SYPP A6‐SYPP A6‐WXPN A6‐WXPN A6‐WXPP A6‐WXPP A6‐WXTN A6‐WXTN A6‐WXTP A6‐WXTP A6‐WXYPN A6‐WXYPN A6‐WXYPP A6‐WXYPP A6‐WXYTN A6‐WXYTN A6‐WXYTP A6‐WXYTP A6‐WYPN A6‐WYPN A6‐WYPP A6‐WYPP A6‐WYTN A6‐WYTN A6‐WYTP A6‐WYTP A7‐WXPN A7‐WXPN A7‐WXPP A7‐WXPP A7‐WXTN A7‐WXTN A7‐WXTP A7‐WXTP A7‐WXYPN A7‐WXYPN A7‐WXYPP

Max Min Max Min Max Min Max Min

Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max

240.499 ‐5.141 276.464 30.824 207.409 ‐38.231 243.374 ‐2.266 3147.259 ‐3177.266 ‐86.750 ‐86.750 1447.083 ‐1477.090 1447.083 ‐1477.090 844.167 ‐874.174 844.167 ‐874.174 813.914 629.684 ‐647.251 ‐831.481 789.097 604.867 ‐647.251 ‐831.481 749.653 473.308 ‐325.991 ‐602.336 712.427 436.082 ‐344.604 ‐620.949 176.325 ‐7.905 203.299 19.069 151.507 ‐32.723 178.481 ‐5.749 1095.898 850.257 ‐852.324 ‐1097.964 1062.807 817.167 ‐852.324 ‐1097.964 1010.216 641.756 ‐423.976

994.643 921.752 ‐953.555 ‐1026.446 1052.659 979.768 ‐979.638 ‐1052.529 52.591 ‐34.591 1208.620 1208.620 873.947 ‐855.948 873.947 ‐855.948 1490.451 ‐1472.451 1490.451 ‐1472.451 15.177 ‐39.492 ‐31.890 ‐86.558 39.126 ‐15.543 ‐7.941 ‐62.609 568.265 486.263 ‐562.896 ‐644.899 618.861 536.858 ‐559.606 ‐641.609 748.066 693.398 ‐713.083 ‐767.751 791.577 736.909 ‐732.645 ‐787.313 14.125 ‐58.766 ‐48.631 ‐121.522 46.057 ‐26.834 ‐16.699 ‐89.590 751.576 642.240 ‐756.639

188580.099 187886.217 188674.232 187980.350 189035.628 188341.746 188970.100 188276.218 222581.629 222618.484 222713.351 222713.351 222613.525 222586.587 222613.525 222586.587 222610.839 222589.273 222610.839 222589.273 207205.655 206685.243 207335.597 206815.186 207645.113 207124.702 207650.967 207130.556 207121.956 206341.338 207272.362 206491.745 207707.785 206927.167 207675.315 206894.698 207284.672 206764.260 207355.271 206834.860 207626.318 207105.907 207577.172 207056.761 112932.353 112238.471 113105.610 112411.728 113518.298 112824.416 113526.103 112832.221 112820.755 111779.932 113021.297

3632680.690 3617860.260 3689454.400 3674633.970 3641809.600 3626989.170 3694464.420 3679643.990 4287805.000 4292191.380 4258869.400 4258869.400 4308915.230 4271081.140 4308915.230 4271081.140 4322497.020 4257499.360 4322497.020 4257499.360 3989805.010 3978689.690 3992835.140 3981719.820 3999612.460 3988497.140 4001845.850 3990730.520 3972876.250 3956203.260 4007084.050 3990411.070 3985366.850 3968693.860 4016660.220 3999987.240 3971849.900 3960734.580 4014430.180 4003314.850 3978696.580 3967581.260 4018187.690 4007072.370 2190279.246 2175458.815 2194319.420 2179498.990 2203355.850 2188535.419 2206333.696 2191513.266 2167707.560 2145476.915 2213317.970

‐4550369.900 ‐4567589.600 ‐4551817.200 ‐4569036.900 ‐4558946.600 ‐4576166.300 ‐4557538.100 ‐4574757.800 ‐5283476.200 ‐5446886.000 ‐5370642.100 ‐5370642.100 ‐5333472.500 ‐5396889.700 ‐5333472.500 ‐5396889.700 ‐5346529.300 ‐5383832.900 ‐5346529.300 ‐5383832.900 ‐4964919.800 ‐4977834.600 ‐5005234.000 ‐5018148.800 ‐4972643.500 ‐4985558.200 ‐5009958.100 ‐5022872.800 ‐4960870.000 ‐4980242.200 ‐4991919.800 ‐5011291.900 ‐4971487.200 ‐4990859.300 ‐4998680.900 ‐5018053.000 ‐4982474.400 ‐4995389.200 ‐4983559.900 ‐4996474.600 ‐4988906.900 ‐5001821.700 ‐4987850.600 ‐5000765.400 ‐2697814.820 ‐2715034.490 ‐2751567.090 ‐2768786.760 ‐2708113.030 ‐2725332.700 ‐2757865.830 ‐2775085.500 ‐2692415.080 ‐2718244.580 ‐2733814.740

21067.470 12796.020 ‐20153.934 ‐28425.384 22195.385 13923.935 ‐20285.767 ‐28557.217 ‐27230.979 28866.080 29348.271 29348.271 34336.756 ‐32701.655 34336.756 ‐32701.655 37247.869 ‐35612.768 37247.869 ‐35612.768 ‐8300.726 ‐14504.314 15550.966 9347.378 ‐7713.014 ‐13916.601 15979.329 9775.742 5398.885 ‐3906.496 100.614 ‐9204.767 6474.122 ‐2831.260 347.731 ‐8957.651 16004.865 9801.278 ‐14911.188 ‐21114.776 16850.802 10647.214 ‐15010.063 ‐21213.650 ‐11635.546 ‐19906.996 20166.711 11895.261 ‐10851.929 ‐19123.379 20737.862 12466.412 6630.603 ‐5776.572 ‐433.759

A7‐WXYPP A7‐WXYTN A7‐WXYTN A7‐WXYTP A7‐WXYTP A7‐WYPN A7‐WYPN A7‐WYPP A7‐WYPP A7‐WYTN A7‐WYTN A7‐WYTP A7‐WYTP A8‐EXLN A8‐EXLP A8‐EYLN A8‐EYLP A8‐SXPN A8‐SXPN A8‐SXPP A8‐SXPP A8‐SYPN A8‐SYPN A8‐SYPP A8‐SYPP A9‐CR1 A9‐CR1 A9‐CR2 A9‐CR2 AF5‐SXPP AF5‐SXPP AF5‐SXPN AF5‐SXPN AF5‐SYPP AF5‐SYPP AF5‐SYPN AF5‐SYPN AF5‐EXLP AF5‐EXLN AF5‐EYLP AF5‐EYLN AF6‐SXPP AF6‐SXPP AF6‐SXPN AF6‐SXPN AF6‐SYPP AF6‐SYPP AF6‐SYPN AF6‐SYPN AF6‐EXLP AF6‐EXLN AF6‐EYLP AF6‐EYLN AF8‐SXPP AF8‐SXPP

Min Max Min Max Min Max Min Max Min Max Min Max Min

Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min

Max Min Max Min Max Min Max Min

Max Min

‐792.436 960.581 592.120 ‐448.794 ‐817.254 245.778 0.138 281.743 36.103 212.688 ‐32.952 248.653 3.013 4209.751 ‐4222.948 ‐102.261 89.063 1942.850 ‐1956.048 1942.850 ‐1956.048 1138.962 ‐1152.160 1138.962 ‐1152.160 117.302 ‐145.198 117.302 ‐145.198 4484.212 ‐4513.247 4484.212 ‐4513.247 2629.085 ‐2658.120 2629.085 ‐2658.120 ‐9744.555 9715.520 206.241 ‐235.276 3359.043 ‐3389.050 3359.043 ‐3389.050 1967.698 ‐1997.705 1967.698 ‐1997.705 ‐7312.532 7282.525 150.565 ‐180.572 4492.130 ‐4505.328

‐865.976 819.037 709.700 ‐752.253 ‐861.589 991.310 918.419 ‐956.888 ‐1029.779 1049.326 976.435 ‐982.971 ‐1055.862 62.288 ‐53.955 1603.660 ‐1595.327 1157.430 ‐1149.097 1157.430 ‐1149.097 1979.434 ‐1971.101 1979.434 ‐1971.101 143.333 ‐126.667 143.333 ‐126.667 2670.544 ‐2652.211 2670.544 ‐2652.211 4567.477 ‐4549.144 4567.477 ‐4549.144 ‐124.959 143.292 ‐3681.971 3700.304 2005.033 ‐1987.033 2005.033 ‐1987.033 3427.732 ‐3409.733 3427.732 ‐3409.733 ‐91.595 109.594 ‐2759.354 2777.353 2665.544 ‐2657.211

111980.474 113601.860 112561.037 113558.568 112517.745 113037.709 112343.827 113131.842 112437.960 113493.238 112799.356 113427.710 112733.828 94403.417 94452.557 94579.047 94276.927 94445.946 94410.028 94445.946 94410.028 94442.364 94413.610 94442.364 94413.610 208402.828 207491.578 208314.703 207491.578 207783.015 207700.129 207783.015 207700.129 207774.750 207708.394 207774.750 207708.394 207798.272 207684.872 207392.972 208090.172 222631.139 222568.973 222631.139 222568.973 222624.939 222575.173 222624.939 222575.173 222642.581 222557.531 222338.606 222861.506 94469.431 94386.544

2191087.325 2184361.697 2162131.052 2226086.192 2203855.547 2166339.097 2151518.667 2223112.802 2208292.372 2175468.009 2160647.579 2228122.823 2213302.392 1830002.739 1835851.250 1791421.949 1874432.041 1858149.721 1807704.268 1858149.721 1807704.268 1876258.769 1789595.220 1876258.769 1789595.220 4016519.180 3992936.370 4021185.590 3992936.370 4090645.680 3974233.100 4090645.680 3974233.100 4132435.790 3932442.990 4132435.790 3932442.990 4039187.670 4025691.110 4128220.260 3936658.510 4333652.910 4246343.470 4333652.910 4246343.470 4364995.490 4215000.890 4364995.490 4215000.890 4295059.400 4284936.980 4361833.850 4218162.530 1891133.287 1774720.702

‐2759644.250 ‐2706571.270 ‐2732400.780 ‐2742829.520 ‐2768659.030 ‐2721220.920 ‐2738440.590 ‐2722668.210 ‐2739887.880 ‐2729797.630 ‐2747017.310 ‐2728389.170 ‐2745608.840 ‐2177496.390 ‐2395376.050 ‐2293717.570 ‐2279154.870 ‐2244158.110 ‐2328714.320 ‐2244158.110 ‐2328714.320 ‐2261567.140 ‐2311305.290 ‐2261567.140 ‐2311305.290 ‐4995663.200 ‐5013098.000 ‐4995663.200 ‐5010471.900 ‐4932594.800 ‐5127724.500 ‐4932594.800 ‐5127724.500 ‐4972769.500 ‐5087549.900 ‐4972769.500 ‐5087549.900 ‐5281559.300 ‐4778760.100 ‐5013356.600 ‐5046962.800 ‐5292007.500 ‐5438354.800 ‐5292007.500 ‐5438354.800 ‐5322138.500 ‐5408223.700 ‐5322138.500 ‐5408223.700 ‐5553730.800 ‐5176631.400 ‐5352578.800 ‐5377783.400 ‐2188871.360 ‐2384001.070

‐12840.934 8064.252 ‐4342.924 ‐104.270 ‐12511.445 20771.910 12500.460 ‐20449.495 ‐28720.945 21899.825 13628.375 ‐20581.327 ‐28852.778 ‐37028.589 37767.490 38410.412 ‐37671.511 45061.725 ‐44322.824 45061.725 ‐44322.824 48943.208 ‐48204.307 48943.208 ‐48204.307 2387.026 ‐870.149 2387.026 ‐870.149 103948.809 ‐102323.226 103948.809 ‐102323.226 112906.078 ‐111280.496 112906.078 ‐111280.496 87115.959 ‐85490.377 ‐86974.042 88599.624 78169.564 ‐76534.463 78169.564 ‐76534.463 84887.516 ‐83252.415 84887.516 ‐83252.415 65544.927 ‐63909.826 ‐65022.574 66657.676 103505.468 ‐102766.567

AF8‐SXPN AF8‐SXPN AF8‐SYPP AF8‐SYPP AF8‐SYPN AF8‐SYPN AF8‐EXLP AF8‐EXLN AF8‐EYLP AF8‐EYLN U1 U2‐CR1 U2‐CR1 U2‐CR2 U2‐CR2 U4‐WXPN U4‐WXPN U4‐WXPP U4‐WXPP U4‐WXTN U4‐WXTN U4‐WXTP U4‐WXTP U4‐WXYPN U4‐WXYPN U4‐WXYPP U4‐WXYPP U4‐WXYTN U4‐WXYTN U4‐WXYTP U4‐WXYTP U4‐WYPN U4‐WYPN U4‐WYPP U4‐WYPP U4‐WYTN U4‐WYTN U4‐WYTP U4‐WYTP U5‐EXLN U5‐EXLP U5‐EYLN U5‐EYLP U5‐SXPN U5‐SXPN U5‐SXPP U5‐SXPP U5‐SYPN U5‐SYPN U5‐SYPP U5‐SYPP U6‐WXPN U6‐WXPN U6‐WXPP U6‐WXPP

Max Min Max Min Max Min

Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min

Max Min Max Min Max Min Max Min Max Min Max Min

4492.130 ‐4505.328 2637.004 ‐2650.201 2637.004 ‐2650.201 ‐9736.636 9723.439 214.159 ‐227.357 ‐18.477 542.563 ‐577.437 542.563 ‐577.437 1749.269 1356.244 ‐1367.885 ‐1760.909 1696.324 1303.300 ‐1367.885 ‐1760.909 1612.179 1022.642 ‐682.529 ‐1272.065 1532.762 943.225 ‐722.237 ‐1311.773 389.078 ‐3.946 446.622 53.598 336.133 ‐56.891 393.678 0.653 6004.540 ‐6042.173 ‐155.477 117.843 2766.111 ‐2803.744 2766.111 ‐2803.744 1617.699 ‐1655.333 1617.699 ‐1655.333 1754.228 1361.204 ‐1362.926 ‐1755.950

2665.544 ‐2657.211 4562.477 ‐4554.144 4562.477 ‐4554.144 ‐129.959 138.292 ‐3686.971 3695.304 11.666 586.000 ‐566.000 586.000 ‐566.000 24.599 ‐92.026 ‐75.810 ‐192.436 75.691 ‐40.935 ‐24.719 ‐141.344 1204.522 1029.583 ‐1208.623 ‐1383.562 1312.459 1137.520 ‐1201.604 ‐1376.543 1588.096 1471.471 ‐1529.021 ‐1645.646 1680.921 1564.295 ‐1570.754 ‐1687.380 94.280 ‐71.781 2296.240 ‐2273.740 1658.769 ‐1636.270 1658.769 ‐1636.270 2833.061 ‐2810.561 2833.061 ‐2810.561 22.099 ‐94.526 ‐78.310 ‐194.936

94469.431 94386.544 94461.165 94394.809 94461.165 94394.809 94484.687 94371.287 94079.387 94776.587 264398.364 270271.124 266383.124 269895.124 266383.124 250864.671 249754.460 251141.882 250031.671 251802.183 250691.971 251814.671 250704.459 250686.113 249020.796 251006.981 249341.664 251935.881 250270.565 251866.614 250201.297 251033.240 249923.029 251183.853 250073.642 251762.087 250651.875 251657.242 250547.031 279767.937 279838.137 280018.837 279587.237 279828.692 279777.382 279828.692 279777.382 279823.576 279782.498 279823.576 279782.498 169360.407 168250.196 169637.618 168527.407

1891133.287 1774720.702 1932923.396 1732930.593 1932923.396 1732930.593 1839675.277 1826178.712 1928707.870 1737146.119 5132195.580 5189327.730 5088707.730 5209237.730 5088707.730 4825419.590 4801706.900 4831883.870 4808171.180 4846342.160 4822629.470 4851106.710 4827394.020 4789304.900 4753735.860 4862281.550 4826712.520 4815951.510 4780382.480 4882710.710 4847141.670 4787115.350 4763402.670 4877953.280 4854240.590 4801721.610 4778008.920 4885969.320 4862256.630 5385893.220 5394248.230 5330777.800 5449363.650 5426103.190 5354038.260 5426103.190 5354038.260 5451973.260 5328168.190 5451973.260 5328168.190 3284495.550 3260782.860 3290959.830 3267247.140

‐2188871.360 ‐2384001.070 ‐2229046.040 ‐2343826.390 ‐2229046.040 ‐2343826.390 ‐2537835.820 ‐2035036.610 ‐2269633.100 ‐2303239.330 ‐6402021.400 ‐6381532.500 ‐6455921.000 ‐6381532.500 ‐6444716.200 ‐5982631.600 ‐6010183.100 ‐6068635.200 ‐6096186.700 ‐5999108.700 ‐6026660.200 ‐6078713.200 ‐6106264.700 ‐5973992.000 ‐6015319.200 ‐6040231.500 ‐6081558.700 ‐5996641.900 ‐6037969.100 ‐6054655.100 ‐6095982.300 ‐6020081.400 ‐6047632.800 ‐6022397.000 ‐6049948.500 ‐6033804.100 ‐6061355.600 ‐6031550.600 ‐6059102.000 ‐6586388.000 ‐6897644.600 ‐6752418.200 ‐6731614.400 ‐6681619.000 ‐6802413.600 ‐6681619.000 ‐6802413.600 ‐6706489.000 ‐6777543.600 ‐6706489.000 ‐6777543.600 ‐4042131.400 ‐4069682.800 ‐4128135.000 ‐4155686.500

103505.468 ‐102766.567 112462.738 ‐111723.837 112462.738 ‐111723.837 86672.619 ‐85933.718 ‐87417.383 88156.284 1034.462 7877.001 ‐6020.279 7877.001 ‐6020.279 ‐18413.487 ‐31647.807 32470.123 19235.803 ‐17159.700 ‐30394.020 33383.965 20149.645 10812.351 ‐9039.130 ‐490.627 ‐20342.108 13106.189 ‐6745.291 36.555 ‐19814.925 33438.442 20204.122 ‐32515.806 ‐45750.126 35243.106 22008.785 ‐32726.738 ‐45961.058 ‐52402.205 54449.337 55367.796 ‐53320.664 64869.672 ‐62822.540 64869.672 ‐62822.540 70414.649 ‐68367.516 70414.649 ‐68367.516 ‐18661.207 ‐31895.527 32222.403 18988.083

U6‐WXTN U6‐WXTN U6‐WXTP U6‐WXTP U6‐WXYPN U6‐WXYPN U6‐WXYPP U6‐WXYPP U6‐WXYTN U6‐WXYTN U6‐WXYTP U6‐WXYTP U6‐WYPN U6‐WYPN U6‐WYPP U6‐WYPP U6‐WYTN U6‐WYTN U6‐WYTP U6‐WYTP U7‐EXLN U7‐EXLP U7‐EYLN U7‐EYLP U7‐SXPN U7‐SXPN U7‐SXPP U7‐SXPP U7‐SYPN U7‐SYPN U7‐SYPP U7‐SYPP U9‐CR1 U9‐CR1 U9‐CR2 U9‐CR2 UF5‐EXLN UF5‐EXLP UF5‐EYLP UF5‐EYLN UF5‐SXPN UF5‐SXPN UF5‐SXPP UF5‐SXPP UF5‐SYPN UF5‐SYPN UF5‐SYPP UF5‐SYPP UF7‐EXLN UF7‐EXLP UF7‐EYLN UF7‐EYLP UF7‐SXPN UF7‐SXPN UF7‐SXPP

Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min

Max Min Max Min Max Min Max Min Max Min Max Min

Max Min Max Min Max Min Max Min

Max Min Max

1701.283 1308.259 ‐1362.926 ‐1755.950 1617.138 1027.602 ‐677.569 ‐1267.106 1537.721 948.185 ‐717.278 ‐1306.814 394.037 1.013 451.581 58.557 341.093 ‐51.932 398.637 5.613 6013.458 ‐6033.255 ‐146.558 126.762 2775.029 ‐2794.826 2775.029 ‐2794.826 1626.618 ‐1646.414 1626.618 ‐1646.414 206.013 ‐240.237 206.013 ‐240.237 13881.237 ‐13918.870 296.552 ‐334.186 6407.939 ‐6445.573 6407.939 ‐6445.573 3757.758 ‐3795.392 3757.758 ‐3795.392 13890.155 ‐13909.952 ‐325.267 305.471 6416.858 ‐6436.654 6416.858

73.191 ‐43.435 ‐27.219 ‐143.844 1202.022 1027.083 ‐1211.123 ‐1386.061 1309.959 1135.020 ‐1204.104 ‐1379.043 1585.596 1468.971 ‐1531.521 ‐1648.146 1678.421 1561.795 ‐1573.254 ‐1689.880 89.280 ‐76.780 2291.240 ‐2278.740 1653.769 ‐1641.270 1653.769 ‐1641.270 2828.061 ‐2815.561 2828.061 ‐2815.561 239.500 ‐219.500 239.500 ‐219.500 202.858 ‐180.359 ‐5261.804 5284.304 3813.218 ‐3790.718 3813.218 ‐3790.718 6523.121 ‐6500.622 6523.121 ‐6500.622 197.858 ‐185.359 5279.304 ‐5266.804 3808.218 ‐3795.718 3808.218

170297.919 169187.708 170310.407 169200.196 169181.849 167516.533 169502.717 167837.400 170431.618 168766.301 170362.350 168697.033 169528.977 168418.766 169679.589 168569.378 170257.823 169147.612 170152.978 169042.767 141606.881 141677.081 141857.781 141426.181 141667.636 141616.325 141667.636 141616.325 141662.520 141621.442 141662.520 141621.442 259856.820 258307.695 259707.008 258307.695 279722.037 279884.037 279305.037 280301.037 279862.242 279743.832 279862.242 279743.832 279850.434 279755.640 279850.434 279755.640 141560.981 141722.981 142139.981 141143.981 141701.186 141582.776 141701.186

3305418.120 3281705.430 3310182.670 3286469.990 3248380.860 3212811.820 3321357.510 3285788.480 3275027.480 3239458.440 3341786.670 3306217.640 3246191.320 3222478.630 3337029.240 3313316.560 3260797.580 3237084.890 3345045.280 3321332.590 2745212.984 2753568.000 2690097.569 2808683.415 2785422.959 2713358.025 2785422.959 2713358.025 2811293.026 2687487.957 2811293.026 2687487.957 4995155.620 4955064.830 5003088.510 4955064.830 5380430.320 5399711.130 5526900.550 5253240.910 5473222.570 5306918.880 5473222.570 5306918.880 5532922.730 5247218.720 5532922.730 5247218.720 2739750.089 2759030.895 2612560.670 2886220.314 2832542.339 2666238.645 2832542.339

‐4058608.500 ‐4086160.000 ‐4138213.000 ‐4165764.500 ‐4033491.800 ‐4074819.000 ‐4099731.200 ‐4141058.500 ‐4056141.700 ‐4097468.900 ‐4114154.900 ‐4155482.100 ‐4079581.100 ‐4107132.600 ‐4081896.800 ‐4109448.300 ‐4093303.900 ‐4120855.300 ‐4091050.300 ‐4118601.800 ‐3274026.000 ‐3585282.700 ‐3440056.300 ‐3419252.400 ‐3369257.000 ‐3490051.600 ‐3369257.000 ‐3490051.600 ‐3394127.100 ‐3465181.600 ‐3394127.100 ‐3465181.600 ‐6206191.200 ‐6235830.400 ‐6206191.200 ‐6231366.000 ‐6382874.000 ‐7101158.600 ‐6718011.900 ‐6766020.700 ‐6602637.900 ‐6881394.700 ‐6602637.900 ‐6881394.700 ‐6660030.300 ‐6824002.300 ‐6660030.300 ‐6824002.300 ‐3070512.030 ‐3788796.600 ‐3453658.800 ‐3405649.900 ‐3290276.000 ‐3569032.700 ‐3290276.000

‐17407.420 ‐30641.740 33136.245 19901.925 10564.630 ‐9286.850 ‐738.348 ‐20589.828 12858.469 ‐6993.012 ‐211.166 ‐20062.646 33190.721 19956.401 ‐32763.526 ‐45997.846 34995.385 21761.065 ‐32974.458 ‐46208.778 ‐52871.595 53979.947 54898.406 ‐53790.054 64400.282 ‐63291.930 64400.282 ‐63291.930 69945.258 ‐68836.907 69945.258 ‐68836.907 3688.494 ‐1848.704 3688.494 ‐1848.704 ‐122266.674 124313.807 ‐124386.195 126433.328 148360.734 ‐146313.601 148360.734 ‐146313.601 161156.834 ‐159109.701 161156.834 ‐159109.701 ‐122736.065 123844.416 125963.938 ‐124855.586 147891.344 ‐146782.992 147891.344

UF7‐SXPP UF7‐SYPN UF7‐SYPN UF7‐SYPP UF7‐SYPP PASD PASD PASD‐F PASD‐F PUSD PUSD PUSD‐F PUSD‐F COLBASE COLBASE DEFLECTION R‐E R‐W

Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min

‐6436.654 3766.677 ‐3786.473 3766.677 ‐3786.473 4209.751 ‐4230.867 9723.439 ‐9744.555 6013.458 ‐6042.173 13890.155 ‐13918.870 8070.454 ‐8087.981 ‐14.198 ‐14.198 ‐13.198

‐3795.718 6518.122 ‐6505.622 6518.122 ‐6505.622 1984.434 ‐1971.101 4567.477 ‐4554.144 2833.061 ‐2815.561 6523.121 ‐6505.622 3791.006 ‐3779.939 8.333 8.333 8.333

141582.776 141689.378 141594.584 141689.378 141594.584 222713.351 94276.927 222861.506 94079.387 280018.837 141426.181 280301.037 141143.981 222713.351 78085.891 213703.446 192359.639 183991.349

2666238.645 2892242.494 2606538.489 2892242.494 2606538.489 4322497.020 1789595.220 4364995.490 1732930.593 5451973.260 2687487.957 5532922.730 2606538.489 4322497.020 1438332.392 4107021.830 3664474.800 3565872.740

‐3569032.700 ‐3347668.400 ‐3511640.300 ‐3347668.400 ‐3511640.300 ‐2177496.390 ‐5446886.000 ‐2035036.610 ‐5553730.800 ‐3274026.000 ‐6897644.600 ‐3070512.030 ‐7101158.600 ‐1689080.390 ‐5446886.000 ‐5141510.900 ‐4588964.200 ‐4433093.700

‐146782.992 160687.443 ‐159579.091 160687.443 ‐159579.091 49386.549 ‐48204.307 112906.078 ‐111723.837 70414.649 ‐68836.907 161156.834 ‐159579.091 93712.045 ‐92730.784 764.951 764.951 738.901

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐4‐2:

Model Analysis Deformations Remarks: 1‐All deformations are without any load factor. 2‐Deformations in concrete parts are based on formal crack section properties as follows: Columns ………...... 0.70 Ig Beams .................. 0.35 Ig Slabs ..................... 0.25 Ig

3‐All horizontal deformations are absolute values (including foundation rotation effects). 4‐All beams vertical deformations are relative to beam ends. Note: also refer to (Appendix‐III) For Table of Joints Displacement.

SAP2000

6/7/09 15:22:16

Modal Deformed Shape

SAP2000 v10.1.0 - File:36A - Deformed Shape (MODAL) - Mode 1 - Period 1.92323 - KN, m, C Units

SAP2000

6/7/09 15:22:49

Modal Deformed Shape

SAP2000 v10.1.0 - File:36A - Deformed Shape (MODAL) - Mode 2 - Period 1.83375 - KN, m, C Units

SAP2000

6/7/09 15:23:29

Modal Deformed Shape

SAP2000 v10.1.0 - File:36A - Deformed Shape (MODAL) - Mode 3 - Period 1.67235 - KN, m, C Units

SAP2000

12/23/08 15:33:49

Uz=-1.5 mm

Uz=-5.5 mm

Uz=-2 mm

Uz=-4 mm

Deformed Shape Level: +3.850 Load Case: DL

SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

12/23/08 15:33:49

Uz=-3 mm

Uz=-13 mm

Uz=-6 mm

Uz=-12 mm

Deformed Shape Level: +3.850 Load Case: LL

SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

12/23/08 15:52:48

Uz=-1 mm

6 Uz=-2 mm

Uz=-1 mm

3 Uz=-1 mm

Deformed Shape Level: +11.350 Load Case: DL SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

12/23/08 15:54:50

Uz=-2 mm

6 Uz=-17 mm

Uz=-1 mm

3 Uz=-8 mm

Uz=-1 mm

Deformed Shape Level: +11.350 Load Case: LL

SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

12/24/08 7:30:54

Uz=-2 mm

Uz=-7 mm

Uz=+2 mm Uz=-1 mm

Deformed Shape Level: +14.880 Load Case: DL SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

12/24/08 7:42:30

Uz=-12 mm

3 Uz=-8 mm Uz=-1 mm Uz=-1 mm

Deformed Shape Level: +14.880 Load Case: LL SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

2/9/09 12:55:55

Uz=-5 mm

Uz=-3 mm

Uz=-2 mm Uz=-3 mm Uz=-5 mm

Uz=-2 mm Uz=-3 mm Uz=-4 mm

Deformed Shape Level: +15.800 Load Case: DL SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

2/9/09 16:11:38

Uz=-7 mm

Uz=-15 mm

Uz=-9 mm

Uz=-15 mm

2 Uz=-5 mm Uz=-15 mm Uz=-12 mm

Deformed Shape Level: +15.800 Load Case: LL

SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

12/24/08 8:37:50

Uz=-6 mm

Uz=-6 mm Uz=-6 mm

6 Uz=-4 mm

Uz=-4 mm Uz=-4 mm Uz=-5 mm

Deformed Shape Level: +21.590 Load Case: DL SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

12/24/08 8:18:52

Uz=-11 mm

Uz=-12 mm

Uz=-12 mm Uz=-16 mm

Uz=-10 mm Uz=-5 mm

Uz=-9 mm

Deformed Shape Level: +21.590 Load Case: LL SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

12/24/08 8:57:36

Uz=-5 mm

Deformed Shape Level: +23.800 Load Case: DL SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

Uz=-4 mm

SAP2000

12/24/08 11:29:45

8 Uz=-5 mm Uz=-17 mm

Uz=-21 mm

Deformed Shape Level: +23.800 Load Case: LL

SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

12/24/08 11:51:10

Uz=-5 mm

8 Uz=-3 mm

Uz=-3 mm

Deformed Shape Level: +28.100 Load Case: DL

SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

12/24/08 11:54:35

8 Uz=-19 mm

Uz=-11 mm

Deformed Shape Level: +28.100 Load Case: LL SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

Uz=-9 mm

SAP2000

12/24/08 11:58:42

Uz=-11 mm

Uz=-2 mm

Uz=-8 mm

Uz=-13 mm

Uz=-5 mm

Uz=-8 mm

SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

Deformed Shape Level: +36.370 Load Case: DL

SAP2000

12/24/08 12:05:17

Uz= 0 mm

Deformed Shape Level: +36.370 Load Case: LL SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

12/24/08 12:12:32

Uz= -5 mm

Uz= -10 mm

Uz= -4 mm

1 Uz= -10 mm Uz= -7 mm

Deformed Shape ROOF Load Case: DL

SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

12/24/08 12:27:30

Uz= -10 mm

Uz= -6 mm

Uz= -11 mm Uz= -8 mm

Deformed Shape ROOF Load Case: LL SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

12/24/08 12:34:52

Uz= -3 mm

Uz= -4 mm

Uz= -5 mm

Deformed Shape ROOF Load Case: DL SAP2000 v10.1.0 - File:36A- Deformed Shape (DL) - KN, m, C Units

SAP2000

12/24/08 12:39:26

Uz= -1 mm

Uz= -3 mm

Uz= -5 mm

Deformed Shape ROOF Load Case: LL SAP2000 v10.1.0 - File:36A- Deformed Shape (LL) - KN, m, C Units

SAP2000

6/7/09 15:40:17

Uy = 29 mm Uy = 48 mm

Uy = 47 mm

Deformed Shape Load Case: SpecX

SAP2000 v10.1.0 - File:36A - Deformed Shape (SpecX) - KN, m, C Units

SAP2000

6/7/09 15:41:13

Uy = 44 mm

Uy = 38 mm Uy = 36 mm

Deformed Shape Load Case: SpecY

SAP2000 v10.1.0 - File:36A - Deformed Shape (SpecY) - KN, m, C Units

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐4‐3:

Model Analysis Internal Forces

Remarks: 1‐All internal forces in steel parts are without any load factor. 2‐All internal forces in concrete parts are with related load factors. Note: also refer to (Appendix‐IV) For Table of internal forces.

SAP2000

6/9/09 10:59:09

Foundation

Level=-1.500 Max M11 (Bot. Rein.) Slab Thick.=1500 mm

J -0.10

-0.02

0.07

0.15

0.24

0.32

0.41

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

0.49

0.58

0.66

0.75

0.83

0.92

1.00

E+3

SAP2000

6/9/09 11:01:43

Foundation

Level=-1.500 Max M22 (Bot. Rein.) Slab Thick.=1500 mm

J -0.10

-0.02

0.07

0.15

0.24

0.32

0.41

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

0.49

0.58

0.66

0.75

0.83

0.92

1.00

E+3

SAP2000

6/9/09 11:06:20

Foundation Level=-1.500 Min M11 (Top Rein.) Slab Thick.=1500 mm

J -1.00

-0.90

-0.81

-0.71

-0.62

-0.52

-0.42

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-0.33

-0.23

-0.13

-0.04

0.06

0.15

0.25

E+3

SAP2000

6/9/09 11:08:38

Foundation

Level=-1.500 Min M22 (Top Rein.) Slab Thick.=1500 mm

J -1.00

-0.90

-0.81

-0.71

-0.62

-0.52

-0.42

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

-0.33

-0.23

-0.13

-0.04

0.06

0.15

0.25

E+3

SAP2000

6/9/09 11:24:53

Foundation

Level=-1.500 Max V13 (Shear Rein.) Slab Thick.=1500 mm

J -1.00

-0.54

-0.08

0.38

0.85

1.31

1.77

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

2.23

2.69

3.15

3.62

4.08

4.54

5.00

SAP2000

6/9/09 11:26:13

Foundation

Level=-1.500 Max V23 (Shear Rein.) Slab Thick.=1500 mm

J -1.00

-0.54

-0.08

0.38

0.85

1.31

1.77

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

2.23

2.69

3.15

3.62

4.08

4.54

5.00

SAP2000

6/9/09 12:07:43

C SLAB Level=+6.350 Max M11 (Bot. Rein.) Slab Thick.=200 mm 0.0

1.7

3.4

5.1

6.8

8.5

10.2

11.8

13.5

15.2

16.9

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

18.6

20.3

22.0

SAP2000

6/9/09 12:08:44

3 A'

C SLAB Level=+6.350 Max M22 (Bot. Rein.) Slab Thick.=200 mm 0.0

1.7

3.4

5.1

6.8

8.5

10.2

11.8

13.5

15.2

16.9

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

18.6

20.3

22.0

SAP2000

6/9/09 12:16:50

C SLAB Level=+6.350 Min M11 (Top Rein.) Slab Thick.=200 mm -8.00

-6.92

-5.85

-4.77

-3.69

-2.62

-1.54

-0.46

0.62

1.69

2.77

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

3.85

4.92

6.00

SAP2000

6/9/09 12:18:22

3 A'

C SLAB Level=+6.350 Min M22 (Top Rein.) Slab Thick.=200 mm -8.00

-6.92

-5.85

-4.77

-3.69

-2.62

-1.54

-0.46

0.62

1.69

2.77

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

3.85

4.92

6.00

SAP2000

6/9/09 12:27:38

9 B

I SLAB Level=+6.350 Max M11 (Bot. Rein.) Slab Thick.=200 mm

-3.0

-0.9

1.2

3.2

5.3

7.4

9.5

11.5

13.6

15.7

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

17.8

19.8

21.9

24.0

SAP2000

6/9/09 12:30:42

9 B

SLAB Level=+6.350 Max M22 (Bot. Rein.) Slab Thick.=200 mm 1.0

2.8

4.5

6.3

8.1

9.8

11.6

13.4

15.2

16.9

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

18.7

20.5

22.2

24.0

SAP2000

6/9/09 12:23:47

9 B

SLAB Level=+6.350 Min M11 (Top Rein.) Slab Thick.=200 mm

-20.0

-17.9

-15.8

-13.8

-11.7

-9.6

-7.5

-5.5

-3.4

-1.3

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

0.8

2.8

4.9

7.0

SAP2000

6/9/09 12:20:39

9 B

I SLAB Level=+6.350 Min M22 (Top Rein.) Slab Thick.=200 mm

-8.00

-6.92

-5.85

-4.77

-3.69

-2.62

-1.54

-0.46

0.62

1.69

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

2.77

3.85

4.92

6.00

SAP2000

6/9/09 12:35:00

THK. = 600mm

THK. = 200mm

7 A

THK. = 200mm

SLAB Level=+11.350 Max M11 (Bot. Rein.) Slab Thick.=200 & 600 mm

1.0

7.8

14.7

21.5

28.4

35.2

42.1

48.9

55.8

62.6

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

69.5

76.3

83.2

90.0

SAP2000

6/9/09 12:33:59

7 A

SLAB Level=+11.350 Max M22 (Bot. Rein.) Slab Thick.=200 & 600 mm

1.0

7.8

14.7

21.5

28.4

35.2

42.1

48.9

55.8

62.6

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

69.5

76.3

83.2

90.0

SAP2000

6/9/09 12:39:55

7 A

SLAB Level=+11.350 Min M11 (Top Rein.) Slab Thick.=200 & 600 mm

-45.0

-40.8

-36.5

-32.3

-28.1

-23.8

-19.6

-15.4

-11.2

-6.9

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-2.7

1.5

5.8

10.0

SAP2000

6/9/09 13:09:43

7 A

SLAB Level=+11.350 Min M22 (Top Rein.) Slab Thick.=200 & 600 mm

-45.0

-40.8

-36.5

-32.3

-28.1

-23.8

-19.6

-15.4

-11.2

-6.9

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

-2.7

1.5

5.8

10.0

SAP2000

6/9/09 13:13:11

10 E

SLAB Level=+13.000 Max M11 (Bot. Rein.) Slab Thick.=200 mm

J 0.0

1.3

2.6

3.9

5.2

6.5

7.8

9.2

10.5

11.8

13.1

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

14.4

15.7

17.0

SAP2000

6/9/09 13:14:22

SLAB Level=+13.000 Max M22 (Bot. Rein.) Slab Thick.=200 mm

J 0.0

1.3

2.6

3.9

5.2

6.5

7.8

9.2

10.5

11.8

13.1

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

14.4

15.7

17.0

SAP2000

6/9/09 13:20:41

10 E

SLAB Level=+13.000 Min M11 (Top Rein.) Slab Thick.=200 mm

J -20.0 -18.2 -16.5 -14.7 -12.9 -11.2

-9.4

-7.6

-5.8

-4.1

-2.3

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-0.5

1.2

3.0

SAP2000

6/9/09 13:22:18

10 E

SLAB Level=+13.000 Min M22 (Top Rein.) Slab Thick.=200 mm

J -20.0 -18.2 -16.5 -14.7 -12.9 -11.2

-9.4

-7.6

-5.8

-4.1

-2.3

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

-0.5

1.2

3.0

SAP2000

6/9/09 13:29:07

SLAB Level=+14.880 Max M11 (Bot. Rein.) Slab Thick.=200 mm

-4.0

-1.6

0.8

3.2

5.5

7.9

10.3

12.7

15.1

17.5

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

19.8

22.2

24.6

27.0

SAP2000

6/9/09 13:31:43

9 C

SLAB Level=+14.880 Max M22 (Bot. Rein.) Slab Thick.=200 mm

0.0

1.7

3.4

5.1

6.8

8.5

10.2

11.8

13.5

15.2

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

16.9

18.6

20.3

22.0

SAP2000

6/9/09 13:36:14

9 C

SLAB Level=+14.880 Min M11 (Top Rein.) Slab Thick.=200 mm

-30.0

-27.2

-24.5

-21.7

-18.9

-16.2

-13.4

-10.6

-7.8

-5.1

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-2.3

0.5

3.2

6.0

SAP2000

6/9/09 13:42:26

9 C

SLAB Level=+14.880 Min M22 (Top Rein.) Slab Thick.=200 mm

-10.0

-8.8

-7.7

-6.5

-5.4

-4.2

-3.1

-1.9

-0.8

0.4

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

1.5

2.7

3.8

5.0

SAP2000

6/9/09 14:13:15

SLAB Level=+18.600 Max M11 (Bot. Rein.) Slab Thick.=200 mm

3.0

4.2

5.5

6.7

7.9

9.2

10.4

11.6

12.8

14.1

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

15.3

16.5

17.8

19.0

SAP2000

6/9/09 14:40:19

7 F

SLAB Level=+18.600 Max M22 (Bot. Rein.) Slab Thick.=200 mm

3.0

4.3

5.6

6.9

8.2

9.5

10.8

12.2

13.5

14.8

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

16.1

17.4

18.7

20.0

SAP2000

6/9/09 14:43:27

7 F

SLAB Level=+18.600 Min M11 (Top. Rein.) Slab Thick.=200 mm

-21.0

-19.2

-17.5

-15.7

-13.9

-12.2

-10.4

-8.6

-6.8

-5.1

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-3.3

-1.5

0.2

2.0

SAP2000

6/9/09 14:52:55

7 F

SLAB Level=+18.600 Min M22 (Top. Rein.) Slab Thick.=200 mm

-15.0

-13.5

-11.9

-10.4

-8.8

-7.3

-5.8

-4.2

-2.7

-1.2

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

0.4

1.9

3.5

5.0

SAP2000

6/10/09 9:08:35

THK. = 400mm

10 E

J THK. = 600mm

SLAB Level=+19.200 Max M11 (Bot. Rein.) Slab Thick.=200, 400 & 600 mm -5.

19.

31.

43.

55.

67.

78.

90.

102.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

114.

126.

138.

150.

SAP2000

6/10/09 9:11:16

10 E

J SLAB Level=+19.200 Max M22 (Bot. Rein.) Slab Thick.=200, 400 & 600 mm

-5.

11.

19.

27.

35.

43.

52.

60.

68.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

76.

84.

92.

100.

SAP2000

6/10/09 9:15:09

10 E

SLAB Level=+19.200 Min M11 (Top. Rein.) Slab Thick.=200, 400 & 600 mm -200.

-183.

-165.

-148.

-131.

-113.

-96.

-79.

-62.

-44.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-27.

-10.

25.

SAP2000

6/10/09 9:18:11

10 E

J SLAB Level=+19.200 Min M22 (Top. Rein.) Slab Thick.=200, 400 & 600 mm

-150.

-137.

-123.

-110.

-96.

-83.

-69.

-56.

-42.

-29.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

-15.

-2.

12.

25.

SAP2000

6/9/09 14:07:13

7 A'

C SLAB Level=+18.700 Max M11 (Bot. Rein.) Slab Thick.=200 mm 2.0

3.5

5.1

6.6

8.2

9.7

11.2

12.8

14.3

15.8

17.4

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

18.9

20.5

22.0

SAP2000

6/9/09 14:08:53

7 A'

C SLAB Level=+18.700 Max M22 (Bot. Rein.) Slab Thick.=200 mm 2.0

3.5

5.1

6.6

8.2

9.7

11.2

12.8

14.3

15.8

17.4

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

18.9

20.5

22.0

SAP2000

6/9/09 14:00:46

7 A'

C SLAB Level=+18.700 Min M11 (Top Rein.) Slab Thick.=200 mm

-10.0

-8.7

-7.4

-6.1

-4.8

-3.5

-2.2

-0.8

0.5

1.8

3.1

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

4.4

5.7

7.0

SAP2000

6/9/09 14:03:47

7 A'

C SLAB Level=+18.700 Min M22 (Top Rein.) Slab Thick.=200 mm -10.0

-8.7

-7.4

-6.1

-4.8

-3.5

-2.2

-0.8

0.5

1.8

3.1

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

4.4

5.7

7.0

SAP2000

6/9/09 15:19:14

D THK. = 400mm

SLAB Level=+21.590 Max M11 (Bot. Rein.) Slab Thick.=200 & 400 mm

0.0

2.7

5.4

8.1

10.8

13.5

16.2

18.8

21.5

24.2

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

26.9

29.6

32.3

35.0

SAP2000

6/9/09 15:20:20

SLAB Level=+21.590 Max M22 (Bot. Rein.) Slab Thick.=200 & 400 mm

0.0

2.7

5.4

8.1

10.8

13.5

16.2

18.8

21.5

24.2

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

26.9

29.6

32.3

35.0

SAP2000

6/9/09 15:23:30

SLAB Level=+21.590 Min M11 (Top Rein.) Slab Thick.=200 & 400 mm

-15.0

-13.1

-11.2

-9.2

-7.3

-5.4

-3.5

-1.5

0.4

2.3

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

4.2

6.2

8.1

10.0

SAP2000

6/9/09 15:24:51

SLAB Level=+21.590 Min M22 (Top Rein.) Slab Thick.=200 & 400 mm

-15.0

-13.1

-11.2

-9.2

-7.3

-5.4

-3.5

-1.5

0.4

2.3

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

4.2

6.2

8.1

10.0

SAP2000

6/9/09 15:31:29

SLAB Level=+24.300 Max M11 (Bot. Rein.) Slab Thick.=200 mm

-2.0

-0.7

0.6

1.9

3.2

4.5

5.8

7.2

8.5

9.8

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

11.1

12.4

13.7

15.0

SAP2000

6/9/09 15:32:32

SLAB Level=+24.300 Max M22 (Bot. Rein.) Slab Thick.=200 mm

-2.0

-0.7

0.6

1.9

3.2

4.5

5.8

7.2

8.5

9.8

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

11.1

12.4

13.7

15.0

SAP2000

6/9/09 15:34:49

SLAB Level=+24.300 Min M11 (Top. Rein.) Slab Thick.=200 mm

-15.0

-13.6

-12.2

-10.7

-9.3

-7.9

-6.5

-5.0

-3.6

-2.2

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-0.8

0.7

2.1

3.5

SAP2000

6/9/09 15:39:21

SLAB Level=+24.300 Min M22 (Top. Rein.) Slab Thick.=200 mm

-15.0

-13.5

-12.1

-10.6

-9.2

-7.7

-6.2

-4.8

-3.3

-1.8

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

-0.4

1.1

2.5

4.0

SAP2000

6/9/09 15:44:33

THK. = 200mm

SLAB Level=+26.560 Max M11 (Bot. Rein.) Slab Thick.=200 & 400 mm

-4.0

0.2

4.3

8.5

12.6

16.8

20.9

25.1

29.2

33.4

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

37.5

41.7

45.8

50.0

SAP2000

6/9/09 15:45:40

THK. = 200mm

9 C

SLAB Level=+26.560 Max M22 (Bot. Rein.) Slab Thick.=200 & 400 mm

-4.0

0.2

4.3

8.5

12.6

16.8

20.9

25.1

29.2

33.4

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

37.5

41.7

45.8

50.0

SAP2000

6/9/09 15:48:38

THK. = 200mm

SLAB Level=+26.560 Min M11 (Top Rein.) Slab Thick.=200 & 400 mm

-60.0

-54.6

-49.2

-43.8

-38.5

-33.1

-27.7

-22.3

-16.9

-11.5

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-6.2

-0.8

4.6

10.0

SAP2000

6/9/09 15:49:46

THK. = 200mm

9 C

SLAB Level=+26.560 Min M22 (Top Rein.) Slab Thick.=200 & 400 mm

-60.0

-54.6

-49.2

-43.8

-38.5

-33.1

-27.7

-22.3

-16.9

-11.5

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

-6.2

-0.8

4.6

10.0

SAP2000

6/9/09 16:19:22

7 A

SLAB Level=+28.100 & +28.150 Max M11 (Bot. Rein.) Slab Thick.=150mm & 200 mm -2.00

-1.15

-0.31

0.54

1.38

2.23

3.08

3.92

4.77

5.62

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

6.46

7.31

8.15

9.00

SAP2000

6/9/09 16:20:38

7 A

F SLAB Level=+28.100 & +28.150 Max M22 (Bot. Rein.) Slab Thick.=150mm & 200 mm -3.0

-2.0

-1.0

0.0

1.0

2.0

3.0

4.0

5.0

6.0

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

7.0

8.0

9.0

10.0

SAP2000

6/9/09 16:21:39

7 A

F SLAB Level=+28.100 & +28.150 Min M11 (Top Rein.) Slab Thick.=150mm & 200 mm -8.00

-7.15

-6.31

-5.46

-4.62

-3.77

-2.92

-2.08

-1.23

-0.38

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

0.46

1.31

2.15

3.00

SAP2000

6/9/09 16:22:36

F SLAB Level=+28.100 & +28.150 Min M22 (Top Rein.) Slab Thick.=150mm & 200 mm

-12.0

-10.8

-9.5

-8.3

-7.1

-5.8

-4.6

-3.4

-2.2

-0.9

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

0.3

1.5

2.8

4.0

SAP2000

6/10/09 7:22:31

J SLAB Level=+28.100 Max M11 (Bot. Rein.) Slab Thick.=800 mm 0.

22.

43.

65.

86.

108.

129.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

151.

172.

194.

215.

237.

258.

280.

SAP2000

6/10/09 7:23:48

SLAB Level=+28.100 Max M22 (Bot. Rein.) Slab Thick.=800 mm 0.

22.

43.

65.

86.

108.

129.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

151.

172.

194.

215.

237.

258.

280.

SAP2000

6/10/09 7:28:32

J SLAB Level=+28.100 Min M11 (Top Rein.) Slab Thick.=800 mm -300.

-275.

-249.

-224.

-198.

-173.

-148.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

-122.

-97.

-72.

-46.

-21.

30.

SAP2000

6/10/09 7:33:22

7 F

J SLAB Level=+28.100 Min M22 (Top Rein.) Slab Thick.=800 mm -220.

-201.

-182.

-162.

-143.

-124.

-105.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

-85.

-66.

-47.

-28.

-8.

11.

30.

SAP2000

12/30/08 15:35:50

101 KN.m

17 KN.m

56 KN.m

26 KN.m

Major Bending Moment Diagram Level: +3.850

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/9/09 12:34:54

6 45KN

21KN

Major Shear Force Diagram Level: +3.850 SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/30/08 16:01:45

7 123 KN.m

311 KN.m

3 247 KN.m

210 KN.m 211 KN.m 301 KN.m

Major Bending Moment Diagram Level: +6.350

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

557 KN.m

SAP2000

2/9/09 12:24:51

225KN 201KN 182KN 234KN

Major Shear Force Diagram Level: +6.350

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

286KN

SAP2000

12/31/08 7:36:04

252 KN.m 189 KN.m

10 175 KN.m

239 KN.m

Major Bending Moment Diagram Level: +6.500

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 15:29:35

98KN 61KN

116KN

75KN

7 88KN

Major Shear Force Diagram Level: +6.500

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 7:53:27

241 KN.m 250 KN.m

520 KN.m

761 KN.m 693 KN.m

240 KN.m

657 KN.m 788 KN.m

319 KN.m

1 909 KN.m

790 KN.m 356 KN.m 390 KN.m

Major Bending Moment Diagram Level: +9.550

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 15:12:52

288KN

119KN

271KN 155KN

105KN

358KN

149KN

168KN 236KN

Major Shear Force Diagram Level: +9.550

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 8:45:17

214 KN.m

7 220 KN.m

3 516 KN.m

279 KN.m

168 KN.m 561 KN.m

78 KN.m

Major Bending Moment Diagram Level: +11.350 SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 14:49:58

441KN

348KN 196KN

60KN

Major Shear Force Diagram Level: +11.350 SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 8:59:18

221 KN.m 327 KN.m 177 KN.m

328 KN.m

197 KN.m

7 154 KN.m

225 KN.m

Major Bending Moment Diagram Level: +13.000

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 14:38:41

211KN 101KN

249KN

78KN

170KN

Major Shear Force Diagram Level: +13.000

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 9:06:25

573 KN.m

270 KN.m

3 240 KN.m 232 KN.m 461 KN.m

Major Bending Moment Diagram Level: +14.880 SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 14:33:39

3 335KN 212KN 100KN

Major Shear Force Diagram Level: +14.880

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

2/15/09 11:16:07

7 49 KN.m 153 KN.m 179 KN.m

2 50 KN.m 23 KN.m

232 KN.m

Major Bending Moment Diagram Level: +15.800(Air Slide platform) SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/15/09 11:29:30

7 53 KN 70 KN

25 KN

39 KN

2 110 KN

Major Shear Force Diagram Level: +15.800(Air Slide platform) SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 9:10:59

15 KN.m

8 10 KN.m

2 KN.m

Major Bending Moment Diagram Level: +17.100 SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 14:16:37

5KN

8.5KN

1KN

Major Shear Force Diagram Level: +17.100

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 9:47:27

7 313 KN.m 334 KN.m

304 KN.m

2 310 KN.m 360 KN.m 404 KN.m 294 KN.m

Major Bending Moment Diagram Level: +18.600 SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 14:09:11

7 255KN

306KN

2 158KN

282KN

131KN

Major Shear Force Diagram Level: +18.600 SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 10:05:03

331 KN.m

626 KN.m 532 KN.m

724 KN.m

742 KN.m

318 KN.m

518 KN.m 622 KN.m

Major Bending Moment Diagram Level: +18.600 SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 13:48:06

459KN

283KN

10 458KN

283KN

313KN

332KN

386KN

Major Shear Force Diagram Level: +18.600 SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

6/8/09 13:45:58

277 KN.m

236 KN.m 130 KN.m

102 KN.m

20 KN.m

1 Major Bending Moment Diagram Level: +18.700

SAP2000 v10.1.0 - File:36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

6/8/09 13:50:13

225KN

1 20 KN 114KN

60KN

Major Shear Force Diagram Level: +18.700

SAP2000 v10.1.0 - File:36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 10:17:49

245 KN.m

1351 KN.m

1625 KN.m 261 KN.m

972 KN.m 191 KN.m

181 KN.m

593 KN.m 366 KN.m

Major Bending Moment Diagram Level: +21.590

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

891 KN.m

SAP2000

2/8/09 12:27:18

9 339KN

837KN 379KN

236KN

Major Shear Force Diagram Level: +21.590 SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 11:17:27

8 62 KN.m

37 KN.m

Major Bending Moment Diagram Level: +23.800 SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

2/8/09 12:23:02

8 26KN

85KN

Major Shear Force Diagram Level: +23.800 SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

6/8/09 13:57:02

112 KN.m

95 KN.m 146 KN.m

136 KN.m

237 KN.m

230 KN.m

Major Bending Moment Diagram Level: +24.300 SAP2000 v10.1.0 - File:36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

6/8/09 14:14:23

35KN 78KN

217 KN

214 KN 130KN

Major Shear Force Diagram Level: +24.300 SAP2000 v10.1.0 - File:36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 11:57:57

488 KN.m

661 KN.m

632 KN.m

7 661 KN.m

204 KN.m

Major Bending Moment Diagram Level: +26.560 SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 15:42:34

9 390 KN

327 KN

265 KN 279 KN

Major Shear Force Diagram Level: +26.560 SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 12:07:00

122 KN.m

360 KN.m 150 KN.m 97 KN.m

Major Bending Moment Diagram Level: +28.150

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 15:36:15

7 118 KN

68 KN

Major Shear Force Diagram Level: +28.150

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 12:12:00

319 KN.m

400 KN.m

40 KN.m

1 93 KN.m

799 KN.m

806 KN.m 360 KN.m

794 KN.m

Major Bending Moment Diagram Level: +28.100

SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 15:15:51

706 KN

8.4 KN

702 KN

27 KN

806 KN

799 KN

794 KN 390 KN

Major Shear Force Diagram Level: +28.100

SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

6/8/09 14:20:37

7 169 KN.m

86 KN.m

2 102 KN.m

112 KN.m 132 KN.m

Major Bending Moment Diagram Level: +36.370 SAP2000 v10.1.0 - File:36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

6/8/09 14:25:20

169 KN

70 KN

Major Shear Force Diagram Level: +36.370 SAP2000 v10.1.0 - File:36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

191 KN

SAP2000

12/31/08 12:44:15

29 KN.m

8.5 KN.m

66 KN.m

J Major Bending Moment Diagram ROOF SAP2000 v10.1.0 - File: 36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

SAP2000

12/31/08 14:47:16

7 13 KN

18 KN 13 KN

2 F 31 KN

3.6 KN

J Major Shear Force Diagram ROOF SAP2000 v10.1.0 - File: 36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

SAP2000

7/8/09 8:47:44

87 KN.m 84 KN.m

E SAP2000 v10.1.0 - File:36A - Moment 3-3 Diagram (PASD) - KN, m, C Units

Major Bending Moment Diagram ROOF

SAP2000

7/8/09 8:48:19

27 KN

42 KN

45 KN

Major Shear Force Diagram

E SAP2000 v10.1.0 - File:36A - Shear Force 2-2 Diagram (PASD) - KN, m, C Units

ROOF

SAP2000

2/11/09 8:01:55

36 KN

895 KN

69 KN 1458 KN

Axial Force Diagram Axis '1' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 8:08:43

72 KN

167 KN

1299 KN

1250 KN 2436 KN 2874 KN 2021 KN

Axial Force Diagram Axis '2' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

7/4/09 15:41:33

55 KN

1096 KN 2106 KN 2118 KN 2027 KN 1452 KN

Axial Force Diagram Axis '3' SAP2000 v10.1.0 - File:36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 8:22:57

96 KN

235 KN

2118 KN 4194 KN

2401 KN

Axial Force Diagram Axis '4' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 9:05:56

507 KN

99 KN

299 KN

3185 KN 4421 KN

2296 KN

Axial Force Diagram Axis '5' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

7/4/09 15:47:02

45 KN

1139 KN 2956 KN 3062 KN

2422 KN 1686 KN

Axial Force Diagram Axis '6' SAP2000 v10.1.0 - File:36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 9:26:23

J 66 KN

107 KN

116 KN

1309 KN

2812 KN 1897 KN 3090 KN 4392 KN

1688 KN 2934 KN

Axial Force Diagram Axis '7'

SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 9:35:51

42 KN 135 KN

2685 KN 4307 KN 1763 KN 833 KN 2814 KN 1838 KN

Axial Force Diagram Axis '8' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 9:52:38

1710 KN 1554 KN 2097 KN 3027 KN 985 KN 2052 KN

Axial Force Diagram Axis '9' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 9:57:42

974 KN 2071 KN 1847 KN 745 KN

Axial Force Diagram Axis '10' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 10:12:47

23 KN

10 99 KN

72 KN

57 KN

Axial Force Diagram Axis 'J'

SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 10:25:46

22 KN

196 KN 149 KN

Axial Force Diagram Axis 'F' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 10:31:13

70 KN 100 KN

Axial Force Diagram Axis 'E' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 10:38:10

10 122 KN

151 KN

Axial Force Diagram Axis 'C' SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 10:41:55

6 29 KN 54 KN

63 KN 84 KN

Axial Force Diagram Axis "A'"

SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

2/11/09 12:09:43

6 261 KN

161 KN

99 KN

Axial Force Diagram Platform, Over the Mill

SAP2000 v10.1.0 - File: 36A - Axial Force Diagram (PASD) - KN, m, C Units

SAP2000

4/14/09 10:48:11

51 KN

142 KN

287 KN

Axial Force Diagram Bridge Bypass SAP2000 v10.1.0 - File:CACP-36A - Axial Force Diagram (PASD) - KN, m, C Units

157 KN

SAP2000

4/14/09 10:57:55

34 KN

90 KN

220 KN

Axial Force Diagram Bridge Recirculation SAP2000 v10.1.0 - File:CACP-36A- Axial Force Diagram (PASD) - KN, m, C Units

112 KN

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐5:

Design

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐5‐1:

Design Foundations

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Soil Parameters: In order to analyze and design the foundation system, an integrated model has been prepared (including substructure and superstructure) and soil interaction is modeled by springs in accordance with Winkler Method. The vertical stiffness of these springs are considered according to the General Design Criteria (Document No. 000-G2-ST-001) / Section 1.2.5 as Modulus of Subgrade Reaction for foundation. So the following soil main parameters have been considered:

Soil Main Parameters Allowable Bearing Capacity

qa = 220 kN/m2

Modulus of Subgrade Reaction

Ks = 10000 kN/m3

SAP2000

6/7/09 16:12:28

Foundation Deflection Level=-1.500 (Ks=10000 KN/m3) Ks : Modulus of Subgrade Reaction

-21.0

-20.0

-19.0

-18.0

-17.0

-16.0

-15.0

-14.0

-13.0

SAP2000 v10.1.0 - File:36A - Deformed Shape (PASD) - KN, m, C Units

-12.0

-11.0

-10.0

-9.0

-8.0 E-3

SAP2000

5/12/09 15:56:33

Foundation 1

Level=-1.500 Max M11 (Bot. Rein.) Slab Thick.=1500 mm T28/200(Min. rein.)

-19.3

-16.4

-13.4

-10.4

-7.4

-4.5

-1.5

1.5

4.5

7.4

10.4

SAP2000 v10.1.0 - File: 36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

13.4

16.4

19.3 E+3

SAP2000

5/12/09 16:07:09

J Foundation

Level=-1.500 Min M11 (Top Rein.) Slab Thick.=1500 mm T28/200(Min. rein.) -19.3

-16.4

-13.4

-10.4

-7.4

-4.5

-1.5

1.5

4.5

7.4

SAP2000 v10.1.0 - File: 36A- Resultant M11 Diagram (PUSD) - KN, m, C Units

10.4

13.4

16.4

19.3 E+3

SAP2000

5/12/09 16:01:16

Foundation Level=-1.500 Max M22 (Bot. Rein.) Slab Thick.=1500 mm

T28/200(Min. rein.) -19.3

-16.4

-13.4

-10.4

-7.4

-4.5

-1.5

1.5

4.5

7.4

SAP2000 v10.1.0 - File: 36A- Resultant M22 Diagram (PUSD) - KN, m, C Units

10.4

13.4

16.4

19.3 E+3

SAP2000

5/12/09 16:10:12

J Foundation 1

Level=-1.500 Min M22 (Top Rein.) Slab Thick.=1500 mm

T28/200(Min. rein.) -19.3

-16.4

-13.4

-10.4

-7.4

-4.5

-1.5

1.5

4.5

7.4

SAP2000 v10.1.0 - File: 36A- Resultant M22 Diagram (PUSD) - KN, m, C Units

10.4

13.4

16.4

19.3 E+3

SAP2000

6/7/09 16:05:14

Foundation Level=-1.500 Max V13 (Shear Rein.) Slab Thick.=1500 mm

-11.8

-10.0

-8.2

-6.4

-4.6

-2.7

-0.9

0.9

2.7

4.6

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

6.4

8.2

10.0

11.8 E+3

SAP2000

6/7/09 16:08:01

Foundation Level=-1.500 Max V13 (Shear Rein.) Slab Thick.=1500 mm

-11.8

-10.0

-8.2

-6.4

-4.6

-2.7

-0.9

0.9

2.7

4.6

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

6.4

8.2

10.0

11.8 E+3

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐5‐2:

Design Frames (Columns, Beams, Bracings)

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐5‐2‐1:

Design Frames (Columns, Beams)

Concrete Frame Design Note: also refer to (Appendix‐IV) for Table of Concrete Element Design Report.

SAP2000

6/17/09 11:02:34

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +6.350 SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:03:30

Concrete Beam Design Shear Rein.(cm2/cm) Level: +6.350 SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:04:07

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +6.350 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:04:53

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +6.500

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:05:48

Concrete Beam Design Shear Rein.(cm2/cm) Level: +6.500 SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:06:22

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +6.500 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:07:11

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +9.550

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:07:34

Concrete Beam Design Shear Rein.(cm2/cm) Level: +9.550

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:08:14

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +9.550 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:09:05

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +11.350 SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:09:34

Concrete Beam Design Shear Rein.(cm2/cm) Level: +11.350 SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:09:57

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +11.350 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:12:50

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +13.000

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:13:14

Concrete Beam Design Shear Rein.(cm2/cm) Level: +13.000

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:13:32

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +13.000 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000 7

6/17/09 11:14:26

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +14.880

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:14:41

Concrete Beam Design Shear Rein.(cm2/cm) Level: +14.880

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:15:19

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +14.880 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000 2

6/17/09 11:16:31

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +18.600 SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:16:55

Concrete Beam Design Shear Rein.(cm2/cm) Level: +18.600 SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:17:15

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +18.600 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:18:53

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +18.700 SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:19:38

Concrete Beam Design Shear Rein.(cm2/cm) Level: +18.700

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:20:00

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +18.700

SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:23:18

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +21.590

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:23:38

Concrete Beam Design Shear Rein.(cm2/cm) Level: +21.590

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:23:55

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +21.590

SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:34:14

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +24.300

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:34:40

Concrete Beam Design Shear Rein.(cm2/cm) Level: +24.300

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:34:59

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +24.300

SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:36:21

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +26.560

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:36:42

Concrete Beam Design Shear Rein.(cm2/cm) Level: +26.560

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:36:58

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +26.560

SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:38:05

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +28.100 SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:39:04

Concrete Beam Design Shear Rein.(cm2/cm) Level: +28.100

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:39:35

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +28.100 SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:40:45

Concrete Beam Design Longitudinal Rebar (Percentage) Level: +28.150

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:40:58

Concrete Beam Design Shear Rein.(cm2/cm) Level: +28.150

SAP2000 v10.1.0 - File:36A - Shear Reinforcing Area Per Unit Length (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

6/17/09 11:41:13

Concrete Beam Design Torsion Rein.(AL;cm2, AT;cm2/cm) Level: +28.150

SAP2000 v10.1.0 - File:36A - Torsion Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 15:17:12

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "J"

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:56:09

Concrete Column Design Shear Rein.(cm2/cm) AXIS "J"

SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000 7

2/15/09 15:19:37

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "I" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:55:23

Concrete Column Design Shear Rein.(cm2/cm) AXIS "I" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 15:24:11

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "H" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:53:54

Concrete Column Design Shear Rein.(cm2/cm) AXIS "H" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000 7

2/15/09 15:26:53

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "G" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:48:37

Concrete Column Design Shear Rein.(cm2/cm) AXIS "G" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 15:27:52

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "F" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:47:55

Concrete Column Design Shear Rein.(cm2/cm) AXIS "F" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 15:29:48

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "E"

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:46:29

Concrete Column Design Shear Rein.(cm2/cm) AXIS "E" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 15:31:11

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "D" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:45:47

Concrete Column Design Shear Rein.(cm2/cm) AXIS "D" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 16:11:43

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "C"

SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:44:31

Concrete Column Design Shear Rein.(cm2/cm) AXIS "C"

SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000 2

2/15/09 16:12:54

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "B" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:31:00

Concrete Column Design Shear Rein.(cm2/cm) AXIS "B" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 16:14:06

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "A" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:30:09

Concrete Column Design Shear Rein.(cm2/cm) AXIS "A" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

SAP2000

2/15/09 16:14:33

Concrete Column Design Longitudinal Rebar (Percentage) AXIS "A'" SAP2000 v10.1.0 - File:36A - Longitudinal Rebar (Percentage) (ACI 318-05/IBC 2003) - KN, m, C Units

SAP2000

2/17/09 14:26:54

Concrete Column Design Shear Rein.(cm2/cm) AXIS "A'" SAP2000 v10.1.0 - File:-36A - Shear Reinforcing (ACI 318-05/IBC 2003) - KN, cm, C Units

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐5‐2‐2:

Design Frames (Columns, Beams, Bracings)

Steel Frame Design

Note: also refer to (Appendix‐V) for Table of Steel Element Design Report.

SAP2000

2/15/09 12:08:37

Steel Design Ratio Level: +3.850

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File: 36A - Steel P-M Interaction Ratios (AISC-ASD89) - KN, m, C Units

1.0

SAP2000

2/15/09 12:11:30

Steel Design Ratio Level: +11.350

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File: 36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

6/8/09 14:37:16

Steel Design Ratio Level: +14.880

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 12:17:50

Steel Design Ratio Level: +14.650 to +15.800 (Air Slide Platform)

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File: 36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 12:19:42

Steel Design Ratio Level: +17.100

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File: 36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

6/8/09 14:39:00

Steel Design Ratio Level: +21.590 0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 12:26:17

Steel Design Ratio Level: +23.800

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File: 36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

6/8/09 14:41:20

Steel Design Ratio Level: +24.300

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

6/8/09 14:39:57

Steel Design Ratio Level: +28.100

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

6/8/09 14:43:16

Steel Design Ratio Level: +36.370

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 12:48:15

Steel Design Ratio Roof

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File: 36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

7/8/09 8:46:13

Steel Design Ratio Roof

0.00

0.50

0.70

0.90

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.00

SAP2000

2/15/09 13:28:25

Steel Design Ratio Axis "J" 0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 12:52:28

Steel Design Ratio Axis "I" 0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 12:53:15

Steel Design Ratio Axis "H"

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 12:54:42

Steel Design Ratio Axis "G" 0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

2/15/09 13:30:30

Steel Design Ratio Axis "F" 0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

7/8/09 8:44:09

Steel Design Ratio Axis "E" 0.00

0.50

0.70

0.90

1.00

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

SAP2000

7/8/09 8:43:27

Steel Design Ratio Axis "C" 0.00

0.50

0.70

0.90

1.00

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

SAP2000

7/8/09 8:41:35

Steel Design Ratio Axis "B" 0.00

0.50

0.70

0.90

1.00

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

SAP2000

7/4/09 16:00:13

Steel Design Ratio Axis "A" 0.0

0.5

0.7

0.9

1.0

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

SAP2000

7/4/09 16:02:30

Steel Design Ratio Axis "A'" 0.0

0.5

0.7

0.9

1.0

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

SAP2000

7/8/09 8:38:29

Steel Design Ratio Axis "1" 0.00

0.50

0.70

0.90

1.00

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

SAP2000

7/8/09 8:39:00

Steel Design Ratio Axis "2" 0.00

0.50

0.70

0.90

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.00

SAP2000

7/8/09 8:39:28

Steel Design Ratio Axis "3" 0.00

0.50

0.70

0.90

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.00

SAP2000

7/8/09 8:39:54

Steel Design Ratio Axis "6"

0.00

0.50

0.70

0.90

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.00

SAP2000

7/8/09 8:40:19

J A

Steel Design Ratio Axis "7"

0.00

0.50

0.70

0.90

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.00

SAP2000

2/15/09 13:44:10

Steel Design Ratio Axis "8" 0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

6/8/09 14:56:21

3 C

Steel Design Ratio Platform Over the Mill 0.0

0.5

0.7

0.9

1.0

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

SAP2000

4/14/09 11:04:11

Steel Design Ratio Bridge Bypass

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

SAP2000

4/14/09 11:06:18

Steel Design Ratio Bridge Recirculation

0.0

0.5

0.7

0.9

SAP2000 v10.1.0 - File:36A - Steel P-M Interaction Ratios (AISC-ASD01) - KN, m, C Units

1.0

CLIENT:

CONTRACTOR:

CORPORACION VENEZOLANA DE GUAYANA (CVG) (EPS CEMENTO CERRO AZUL, CA)

EHDASSE SANAT CORPORATION

CERRO AZUL 1 MTPY CEMENT PLANT

(CERRO AZUL CEMENT CONSORTIUM)

CONSULTANT:

SANO Project No.

SANO Document No.

Rev.

85-2099

36A–C2–ST-001

Section B‐5‐3:

Design Slabs

SAP2000

6/14/09 9:58:45

3 A'

C 1

SLAB Level=+6.350 Max M11 (Bot. Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/14/09 10:00:49

3 A'

C SLAB

Level=+6.350 Max M22 (Bot. Rein.) Slab Thick.=200 mm T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/14/09 10:02:16

3 A'

C SLAB

Level=+6.350 Max M11 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/14/09 10:03:33

3 A'

C SLAB

Level=+6.350 Max M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/8/09 8:01:16

3 A'

C 2

SLAB Level=+6.350 Max V13 (Shear Rein.) Slab Thick.=200 mm

1 -1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/8/09 8:01:16

3 A'

SLAB Level=+6.350 Max V23 (Shear Rein.) Slab Thick.=200 mm

1 -1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

12/27/08 11:08:08

J 2

SLAB Level=+6.350 Max M11 (BOT. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File: 36A- Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

12/27/08 11:16:05

J 2

SLAB Level=+6.350 Max M22 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.)

-270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A- Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

12/27/08 11:23:51

SLAB

Level=+6.350 Max M11 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:CACP-36A- Resultant M11 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

12/27/08 11:30:05

J 2

SLAB Level=+6.350 Max M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A- Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/8/09 8:03:13

J 1

SLAB Level=+9.550 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/8/09 10:28:13

1 9

J 1

SLAB Level=+9.550 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/14/09 10:06:13

THK. = 200mm THK. = 200mm

7 A

B THK. = 200mm

SLAB

Level=+11.350 Max M11 (BOT. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 10:08:38

THK. = 600mm

7 A

SLAB

Level=+11.350 Max M11 (BOT. Rein.) Slab Thick.=600 mm

T20/200(Min. rein.) -3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/14/09 10:16:34

THK. = 200mm

7 A

B THK. = 200mm

SLAB Level=+11.350 Max M22 (BOT. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 10:08:38

THK. = 600mm

7 A

SLAB

Level=+11.350 Max M22 (BOT. Rein.) Slab Thick.=600 mm

T20/200(Min. rein.) -3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/14/09 10:18:22

THK. = 200mm THK. = 200mm

7 A

B THK. = 200mm

SLAB Level=+11.350 Min M11 (TOP. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 10:08:38

7 A

SLAB Level=+11.350 Min M11 (TOP. Rein.) Slab Thick.=600 mm

T20/200(Min. rein.) -3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/14/09 10:24:38

THK. = 200mm

B THK. = 200mm

SLAB 1

Level=+11.350 Min M22 (TOP. Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 10:08:38

THK. = 600mm

SLAB Level=+11.350 Min M22 (TOP. Rein.) Slab Thick.=600 mm

T20/200(Min. rein.) -3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/14/09 10:26:33

THK. = 200mm

B THK. = 200mm

SLAB Level=+11.350 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/14/09 10:32:47

THK. = 600mm

7 A

SLAB

Level=+11.350 Max V13 (Shear Rein.) Slab Thick.=600 mm

-3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/14/09 10:28:20

THK. = 200mm THK. = 200mm

7 A

B THK. = 200mm

SLAB

Level=+11.350 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/14/09 10:35:41

THK. = 600mm

SLAB Level=+11.350 Max V23 (Shear Rein.) Slab Thick.=600 mm

-3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/14/09 10:46:19

10 E

J SLAB 1

Level=+13.000 Max M11 (Bot. Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270. -228. -187. -145. -104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/14/09 10:49:03

J SLAB 1

Level=+13.000 Max M22 (Bot. Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270. -228. -187. -145. -104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/14/09 10:57:30

J SLAB Level=+13.000 Min M11 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270. -228. -187. -145. -104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/14/09 11:00:29

J SLAB

Level=+13.000 Min M22 (Top Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270. -228. -187. -145. -104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

187.

228.

270.

SAP2000

6/8/09 8:07:23

10 E

J 1

SLAB Level=+13.000 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/8/09 10:21:24

10 E

J 1

SLAB Level=+13.000 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/14/09 11:21:39

SLAB

Level=+14.880 Max M11 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 11:13:43

9 C

SLAB Level=+14.880 Max M22 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 11:11:21

9 C

SLAB Level=+14.880 Min M11 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 11:09:46

9 C

SLAB

Level=+14.880 Min M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/14/09 11:43:41

9 C

SLAB Level=+14.880 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/14/09 11:43:41

9 C

SLAB 1

-1.23

-1.04

Level=+14.880 Max V23 (Shear Rein.) Slab Thick.=200 mm

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/17/09 11:50:11

3 A'

SLAB 1

-270.

-228.

Level=+18.700 Max M11 (Bot. Rein.) Slab Thick.=200 mm -187.

-145.

-104.

-62.

-21.

T10/200(Min. rein.) 21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 11:51:40

SLAB

Level=+18.700 Max M22 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 11:52:45

SLAB

Level=+18.700 Min M11 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 11:53:36

SLAB Level=+18.700 Min M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 11:54:43

SLAB Level=+18.700 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

0.66

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, cm, C Units

0.85

1.04

1.23 E+3

SAP2000

6/17/09 11:55:33

SLAB Level=+18.700 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

0.66

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, cm, C Units

0.85

1.04

1.23 E+3

SAP2000

6/17/09 12:01:31

7 E

J 2

SLAB Level=+18.600 Max M11 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 12:02:50

SLAB 1

Level=+18.600 Max M22 (Bot. Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 12:03:55

SLAB 1

Level=+18.600 Min M11 (Top Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 12:05:11

SLAB Level=+18.600 Min M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 11:58:54

SLAB

Level=+18.600 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

0.66

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, cm, C Units

0.85

1.04

1.23 E+3

SAP2000

6/17/09 11:59:50

SLAB

Level=+18.600 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

0.66

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, cm, C Units

0.85

1.04

1.23 E+3

SAP2000

6/17/09 13:26:53

THK. = 200mm

10 E

J THK. = 200mm

SLAB 1

Level=+19.200 Max M11 (Bot. Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 13:30:33

THK. = 400mm

10 E

SLAB

Level=+19.200 Max M11 (Bot. Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/17/09 13:32:42

10 E

J THK. = 600mm

SLAB Level=+19.200 Max M11 (Bot. Rein.) Slab Thick.=600 mm

T20/200(Min. rein.) -3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/17/09 13:36:16

THK. = 200mm

10 E

J THK. = 200mm

SLAB Level=+19.200 Max M22 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 13:39:41

THK. = 400mm

10 E

J 2

SLAB

Level=+19.200 Max M22 (Bot. Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/17/09 13:41:29

10 E

J THK. = 600mm

SLAB Level=+19.200 Max M22 (Bot. Rein.) Slab Thick.=600 mm

T20/200(Min. rein.) -3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/17/09 13:44:21

THK. = 200mm

J THK. = 200mm

SLAB 1

Level=+19.200 Min M11 (Top Rein.) Slab Thick.=200 mm T10/200(Min. rein.)

-270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 13:46:17

THK. = 400mm

10 E

SLAB

Level=+19.200 Min M11 (Top Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/17/09 13:47:48

10 E

J THK. = 600mm

SLAB Level=+19.200 Min M11 (Top Rein.) Slab Thick.=600 mm

T20/200(Min. rein.) -3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/17/09 14:06:09

THK. = 200mm THK. = 200mm

10 E

J THK. = 200mm

SLAB Level=+19.200 Min M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 14:09:11

THK. = 400mm

10 E

J SLAB

Level=+19.200 Min M22 (Top. Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/17/09 14:10:37

10 E

J THK. = 600mm

SLAB 1

Level=+19.200 Min M22 (Top Rein.) Slab Thick.=600 mm T20/200(Min. rein.)

-3.74

-3.16

-2.59

-2.01

-1.44

-0.86

-0.29

0.29

0.86

1.44

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

2.01

2.59

3.16

3.74 E+3

SAP2000

6/8/09 8:17:13

THK. = 200mm

J 2 THK. = 200mm

SLAB

Level=+19.200 Max V13 (Shear Rein.) Slab Thick.=200 mm -1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/8/09 11:03:30

7 THK. = 400mm

J 2

SLAB 1

-2.86

-2.42

Level=+19.200 Max V13 (Shear Rein.) Slab Thick.=400 mm

-1.98

-1.54

-1.10

-0.66

-0.22

0.22

0.66

1.10

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

1.54

1.98

2.42

2.86 E+3

SAP2000

6/8/09 10:49:35

J 2

THK. = 600mm

SLAB Level=+19.200 Max V13 (Shear Rein.) Slab Thick.=600 mm

-4.49

-3.80

-3.11

-2.42

-1.73

-1.04

-0.35

0.35

1.04

1.73

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

2.42

3.11

3.80

4.49 E+3

SAP2000

6/8/09 10:13:59

THK. = 200mm

J THK. = 200mm

SLAB Level=+19.200 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/8/09 11:17:14

THK. = 400mm

J 2

SLAB Level=+19.200 Max V23 (Shear Rein.) Slab Thick.=400 mm

-2.86

-2.42

-1.98

-1.54

-1.10

-0.66

-0.22

0.22

0.66

1.10

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

1.54

1.98

2.42

2.86 E+3

SAP2000

6/8/09 10:57:40

J 2 THK. = 600mm

SLAB

Level=+19.200 Max V23 (Shear Rein.) Slab Thick.=600 mm -4.49

-3.80

-3.11

-2.42

-1.73

-1.04

-0.35

0.35

1.04

1.73

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

2.42

3.11

3.80

4.49 E+3

SAP2000

6/17/09 14:16:50

THK. = 200mm

SLAB Level=+21.590 Max M11 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 14:19:19

THK. = 400mm

9 C

D THK. = 400mm

SLAB Level=+21.590 Max M11 (Bot. Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/17/09 14:21:21

THK. = 200mm THK. = 200mm

9 C

SLAB Level=+21.590 Max M22 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 14:22:39

THK. = 400mm

9 C

D THK. = 400mm

SLAB 2

Level=+21.590 Max M22 (Bot. Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/17/09 14:24:06

THK. = 200mm

SLAB Level=+21.590 Min M11 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 14:25:27

THK. = 400mm

9 C

D THK. = 400mm

SLAB

Level=+21.590 Min M11 (Top Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/17/09 14:27:47

THK. = 200mm

SLAB

Level=+21.590 Min M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

145.

187.

228.

270.

SAP2000

6/17/09 14:29:45

THK. = 200mm

SLAB Level=+21.590 Min M22 (Top Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/22/09 10:58:19

THK. = 200mm THK. = 200mm

9 C

SLAB Level=+21.590 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/22/09 11:03:03

THK. = 400mm

D THK. = 400mm

SLAB

Level=+21.590 Max V13 (Shear Rein.) Slab Thick.=400 mm

-2.86

-2.42

-1.98

-1.54

-1.10

-0.66

-0.22

0.22

0.66

1.10

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

1.54

1.98

2.42

2.86 E+3

SAP2000

6/22/09 11:04:18

THK. = 200mm THK. = 200mm

SLAB Level=+21.590 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/22/09 11:05:26

THK. = 400mm

D THK. = 400mm

SLAB

Level=+21.590 Max V23 (Shear Rein.) Slab Thick.=400 mm

-2.86

-2.42

-1.98

-1.54

-1.10

-0.66

-0.22

0.22

0.66

1.10

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

1.54

1.98

2.42

2.86 E+3

SAP2000

6/22/09 11:11:31

SLAB Level=+24.300 Max M11 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:13:00

SLAB Level=+24.300 Max M22 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:14:22

SLAB Level=+24.300 Min M11 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:16:46

SLAB Level=+24.300 Min M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:18:03

SLAB

Level=+24.300 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/22/09 11:23:41

SLAB Level=+24.300 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/22/09 11:27:15

THK. = 200mm

E SLAB 2

Level=+26.560 Max M11 (Bot. Rein.) Slab Thick.=200 mm 1

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:29:27

THK. = 200mm

SLAB Level=+26.560 Max M11 (Bot. Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/22/09 11:31:10

THK. = 200mm

SLAB

Level=+26.560 Max M22 (Bot. Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:33:54

THK. = 200mm

SLAB

Level=+26.560 Max M22 (Bot. Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/22/09 11:35:58

THK. = 200mm

E SLAB 2

Level=+26.560 Min M11 (Top Rein.) Slab Thick.=200 mm 1

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:39:01

THK. = 200mm

SLAB 1

Level=+26.560 Min M11 (Top Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, m, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/22/09 11:40:38

THK. = 200mm

SLAB

Level=+26.560 Max M22 (Top Rein.) Slab Thick.=200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

145.

187.

228.

270.

SAP2000

6/22/09 11:41:47

THK. = 200mm

SLAB

Level=+26.560 Min M22 (Top Rein.) Slab Thick.=400 mm

T16/200(Min. rein.) -1.53

-1.29

-1.06

-0.82

-0.59

-0.35

-0.12

0.12

0.35

0.59

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, m, C Units

0.82

1.06

1.29

1.53 E+3

SAP2000

6/8/09 9:05:25

THK. = 200mm

E 2

SLAB Level=+26.560 Max V13 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/8/09 12:28:57

7 THK. = 200mm

E 2

SLAB Level=+26.560 Max V13 (Shear Rein.) Slab Thick.=400 mm

-2.86

-2.42

-1.98

-1.54

-1.10

-0.66

-0.22

0.22

0.66

1.10

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, m, C Units

1.54

1.98

2.42

2.86 E+3

SAP2000

6/8/09 9:45:05

THK. = 200mm

E 2

SLAB Level=+26.560 Max V23 (Shear Rein.) Slab Thick.=200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

0.66

0.85

1.04

1.23 E+3

SAP2000

6/8/09 12:27:16

9 THK. = 200mm

E 2

SLAB Level=+26.560 Max V23 (Shear Rein.) Slab Thick.=400 mm

-2.86

-2.42

-1.98

-1.54

-1.10

-0.66

-0.22

0.22

0.66

1.10

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, m, C Units

1.54

1.98

2.42

2.86 E+3

SAP2000

6/17/09 14:54:21

9 A

H 2

SLAB Level=+28.100 & +28.150 Max M11 (Bot. Rein.) Slab Thick.=150mm & 200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 14:56:37

H 2

SLAB Level=+28.100 & +28.150 Max M22 (Bot. Rein.) Slab Thick.=150mm & 200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 14:56:37

H 2

SLAB Level=+28.100 & +28.150 Min M11 (Top Rein.) Slab Thick.=150mm & 200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 14:56:37

H 2

SLAB Level=+28.100 & +28.150 Min M22 (Top Rein.) Slab Thick.=150mm & 200 mm

T10/200(Min. rein.) -270.

-228.

-187.

-145.

-104.

-62.

-21.

21.

62.

104.

145.

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

187.

228.

270.

SAP2000

6/17/09 15:03:53

H 2

SLAB Level=+28.100 & +28.150 Max V13 (Shear Rein.) Slab Thick.=150 & 200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

0.66

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, cm, C Units

0.85

1.04

1.23 E+3

SAP2000

6/17/09 15:04:45

H 2

SLAB Level=+28.100 & +28.150 Max V23 (Shear Rein.) Slab Thick.=150 & 200 mm

-1.23

-1.04

-0.85

-0.66

-0.47

-0.28

-0.09

0.09

0.28

0.47

0.66

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, cm, C Units

0.85

1.04

1.23 E+3

SAP2000

6/17/09 15:06:55

SLAB 2

Level=+28.100 Max M11 (Bot. Rein.) Slab Thick.=800 mm

T20/200(Min. rein.) -5.10

-4.32

-3.53

-2.75

-1.96

-1.18

-0.39

0.39

1.18

1.96

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

2.75

3.53

4.32

5.10 E+3

SAP2000

6/17/09 15:08:46

SLAB 2

Level=+28.100 Max M22 (Bot. Rein.) Slab Thick.=800 mm

T20/200(Min. rein.) -5.10

-4.32

-3.53

-2.75

-1.96

-1.18

-0.39

0.39

1.18

1.96

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

2.75

3.53

4.32

5.10 E+3

SAP2000

6/17/09 15:09:49

SLAB

Level=+28.100 Min M11 (Top Rein.) Slab Thick.=800 mm

T20/200(Min. rein.) -5.10

-4.32

-3.53

-2.75

-1.96

-1.18

-0.39

0.39

1.18

1.96

SAP2000 v10.1.0 - File:36A - Resultant M11 Diagram (PUSD) - KN, cm, C Units

2.75

3.53

4.32

5.10 E+3

SAP2000

6/17/09 15:11:00

SLAB Level=+28.100 Min M22 (Top Rein.) Slab Thick.=800 mm

T20/200(Min. rein.) -5.10

-4.32

-3.53

-2.75

-1.96

-1.18

-0.39

0.39

1.18

1.96

SAP2000 v10.1.0 - File:36A - Resultant M22 Diagram (PUSD) - KN, cm, C Units

2.75

3.53

4.32

5.10 E+3

SAP2000

6/17/09 15:12:39

SLAB Level=+28.100 Max V13 (Shear Rein.) Slab Thick.=800 mm

-6.13

-5.19

-4.24

-3.30

-2.36

-1.41

-0.47

0.47

1.41

2.36

SAP2000 v10.1.0 - File:36A - Resultant V13 Diagram (PUSD) - KN, cm, C Units

3.30

4.24

5.19

6.13 E+3

SAP2000

6/17/09 15:13:54

SLAB Level=+28.100 Max V23 (Shear Rein.) Slab Thick.=800 mm

-6.13

-5.19

-4.24

-3.30

-2.36

-1.41

-0.47

0.47

1.41

2.36

SAP2000 v10.1.0 - File:36A - Resultant V23 Diagram (PUSD) - KN, cm, C Units

3.30

4.24

5.19

6.13 E+3