SATYAM BHOSALE I PROJECT PORTFOLIO by Satyam Bhosale

PROJECT PORTFOLIO

SATYAM BHOSALE STRUCTURAL DESIGN ENGINEER " WE SHAPE OUR STRUCTURES , THEREAFTER THEY SHAPE US"

⊲TECHNICAL EXPERTISE⊳ ➢ Analysis and Design of RCC Structure:1. Linear Static Analysis ▪ Equivalent Static Method (ESM) 2. Non-Linear Static Analysis ▪ Geometry a) P-Delta Analysis b) Pushover Analysis c) Buckling Analysis d) Auto-Construction Sequence Analysis ▪ Material a) Creep Analysis b) Shrinkage Analysis 3. Linear Dynamic Analysis ▪ Response Spectrum Method ▪ Modal Analysis a) Eigen Vector & Ritz Vector 4. Non-Linear Dynamic Analysis ▪ Time History Analysis 5. Others ▪ Soil-Structure Interaction ▪ Checks for a) Torsional Irregularity b) Soft Storey c) Vertical Irregularity d) Horizontal Irregularity ▪ Wind Analysis a) Using Load Patterns & Shell Objects b) Gust Factor Method {IS 875 (Part 3):2015} c) Wind Tunnel Test 6. Design of RCC Structural Elements 7. Detailing of RCC structural elements using CSI Detailer & AutoCAD. 8. Value Engineering of RCC Structure

SATYAM BHOSALE I PROJECT PORTFOLIO I STRUCTURAL DESIGN ENGINEER

9. Design and Analysis of Foundation System ▪ Shallow Foundation a) Isolated/Pad Footing b) Combined Footing c) Raft Foundation ▪ Deep Foundation a) Pile Foundation 10.Design and Analysis of Water Tanks ▪ Square RCC water tanks ▪ Rectangular RCC water tanks ▪ Circular RCC water tanks with ring beams 11.Design and Analysis of Retaining Walls ▪ RCC Cantilever Retaining Wall ▪ RCC Reservoir Wall ➢ Manual analysis and design checks as per:1. IS 456:2000 2. IS 1893:2016 3. IS 13920: 2016 4. IS 16700:2017 5. IS 875 Part I,II & III 6. IS 1904:1986 7. IS 2911:2010 Part 1 & 3 8. IS 2950:1981 (Part 1) 9. IS 1080:1985 10.SP 34 ➢ Adept in Software tools like:1. CSI ETABS 2. CSI SAFE 3. CSI SAP2000 4. CSI Detailer 5. STAAD.Pro 6. STAAD Foundation 7. Prokon 8. Cype Structures 9. AutoCAD 10.Microsoft Office SATYAM BHOSALE I PROJECT PORTFOLIO I STRUCTURAL DESIGN ENGINEER

INDEX Sr No

Project Name

Pg No.

G+5 RCC Project, Mumbai, India

G+4 RCC Project , HSR Layout, India

G+2 RCC Project, Tumakuru, India

B+G+9 (One Tower) RCC Project, Mysuru, India

Raft Foundation System of 7 Towers RCC Project, Mysuru, India

G+2 RCC Project, Nelamangala, India

G+4 Reliancemart RCC Project, Mangaluru, India

One Compartment Underground RCC Water Tank, Bengaluru, India

Cylindrical Ground RCC Water Tank, Bengaluru, India

Two Compartment RCC Underground Water Tank, Bengaluru, India

RCC Cantilever Retaining Wall, Bengaluru, India

RCC Reservoir Wall, Bengaluru, India

Steel Shed Design, Bengaluru, India

Steel Shed Design, Dahej ,India

Retrofitting of Beam-Column Joints using CFRP and GFRP Sheets

Design of Sewer System for Bilaspur City, India

Short Steel PEB Warehouse Design

Long Steel PEB Warehouse Design

One Storey House in Sangli, India

Two Storey House in Pune, India

SATYAM BHOSALE PROJECT PORTFOLIO | STRUCTURAL DESIGN ENGINEER

1] G+5 MUMBAI RCC i.

ii. iii.

iv.

v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - Mumbai, Maharashtra, India. b. Type of Project: - Residential RCC. c. Floor Level:- G+5 d. Length of Structure:- 22.134 m e. Width of Structure:- 12.65 m f. Height of Structure:- 21 m g. Exposure Conditions:- Severe h. Grade of Concrete:- M30 LOADS CONSIDERED:Dead Load, Live Load, Seismic Load, Wind Load. ANALYSIS PERFORMED:Response Spectrum Analysis, Modal Analysis, P-Δ Analysis, FEM. CHECKS PERFORMED:Modal Checks, Stability Checks, Serviceability, Torsional Irregularity, Soft Storey Check, Buckling. DESIGN & DETAILING:IS456:2000, SP34, IS13920:2016. FOUNDATION SYSTEM a. SBC of Soil:- 300 KN/m2 b. Types of Foundation: - Isolated & Combined. c. Allowable Settlement:- 25mm d. Grade of Concrete:- M30 CHECKS FOR FOUNDATION:Settlement, GBP, Punching Shear, Crack Width, SSI. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet, CSI Detailer.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

2] G+4 HSR LAYOUT RCC i.

ii. iii.

iv.

v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - HSR Layout, Karnataka, India. b. Type of Project: - Commercial / Mercantile RCC. c. Floor Level:- G+4 d. Length of Structure:- 16.24 m e. Width of Structure:- 8.81 m f. Height of Structure:- 21 m g. Exposure Conditions:- Moderate h. Grade of Concrete:- M25 LOADS CONSIDERED:Dead Load, Live Load, Seismic Load, Wind Load. ANALYSIS PERFORMED:Response Spectrum Analysis, Modal Analysis, P-Δ Analysis, FEM. CHECKS PERFORMED:Modal Checks, Stability Checks, Serviceability, Torsional Irregularity, Soft Storey Check, Buckling. DESIGN & DETAILING:IS456:2000, SP34, IS13920:2016 FOUNDATION SYSTEM a. SBC of Soil:- 300 KN/m2 b. Types of Foundation: - Isolated & Combined. c. Allowable Settlement:- 25mm d. Grade of Concrete:- M25 CHECKS FOR FOUNDATION:Settlement, GBP, Punching Shear, Crack Width, SSI. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet, CSI Detailer.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

3] G+2 TUMAKURU RCC i.

ii. iii.

iv.

v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - Tumakuru, Karnataka, India. b. Type of Project: - Residential RCC. c. Floor Level:- G+2 d. Length of Structure:- 16.56 m e. Width of Structure:- 9.98 m f. Height of Structure:- 14 m g. Exposure Conditions:- Moderate h. Grade of Concrete:- M25 LOADS CONSIDERED:Dead Load, Live Load, Seismic Load, Wind Load. ANALYSIS PERFORMED:Response Spectrum Analysis, Modal Analysis, P-Δ Analysis, FEM. CHECKS PERFORMED:Modal Checks, Stability Checks, Serviceability, Torsional Irregularity, Soft Storey Check, Buckling. DESIGN & DETAILING:IS456:2000, SP34, IS13920:2016. FOUNDATION SYSTEM a. SBC of Soil:- 250 KN/m2 b. Types of Foundation:- Isolated Footing. c. Allowable Settlement:- 25mm d. Grade of Concrete:- M25 CHECKS FOR FOUNDATION:Settlement, GBP, Punching Shear, Crack Width, SSI. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet, CSI Detailer.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

3] G+2 TUMAKURU RCC (PUSHOVER ANALYSIS)

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

4] B+G+9 MYSURU (ONE TOWER) i.

ii. iii.

iv.

v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - Mysuru, Karnataka, India. b. Type of Project: - Residential RCC. c. Floor Level:- B+G+9 d. Length of Structure:- 20.37 m e. Width of Structure:- 27.72 m f. Height of Structure:- 36 m g. Exposure Conditions:- Moderate h. Grade of Concrete:- M25 LOADS CONSIDERED:Dead Load, Live Load, Seismic Load, Wind Load. ANALYSIS PERFORMED:Response Spectrum Analysis, Modal Analysis, P-Δ Analysis, FEM. CHECKS PERFORMED:Modal Checks, Stability Checks, Serviceability, Torsional Irregularity, Soft Storey Check, Buckling. DESIGN & DETAILING:IS456:2000, SP34, IS13920:2016. FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation:- Raft / Mat + Drops. c. Allowable Settlement:- 50mm d. Grade of Concrete:- M30 CHECKS FOR FOUNDATION:Settlement, GBP, Punching Shear, Crack Width, SSI. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet, CSI Detailer.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

5] FOUNDATION SYSTEM FOR 7 TOWERS i.

ii.

iii. iv.

PROJECT DETAILS:a. Location: - Mysuru, Karnataka, India. b. Type of Project: - Residential RCC. c. Floor Level:- B+G+9 d. Total Towers:- 7 e. Grade of Concrete:- M25 FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation: - Raft / Mat + Drops + Isolated. c. Allowable Settlement:- 50mm d. Grade of Concrete:- M30 CHECKS FOR FOUNDATION:Settlement, GBP, Punching Shear, Crack Width, SSI. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet, CSI Detailer.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

6] G+2 NELAMANGALA HALL RCC i.

ii. iii.

iv.

v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - Nelamangala, Karnataka, India. b. Type of Project: - Office Camp. c. Floor Level:- G+2 d. Length of Structure:- 21.75 m e. Width of Structure:- 13.04 m f. Height of Structure:- 16 m g. Exposure Conditions:- Moderate h. Grade of Concrete:- M25 LOADS CONSIDERED:Dead Load, Live Load, Seismic Load, Wind Load. ANALYSIS PERFORMED:Response Spectrum Analysis, Modal Analysis, P-Δ Analysis, FEM. CHECKS PERFORMED:Modal Checks, Stability Checks, Serviceability, Torsional Irregularity, Soft Storey Check, Buckling. DESIGN & DETAILING:IS456:2000, SP34, IS13920:2016. FOUNDATION SYSTEM a. SBC of Soil:- 180 KN/m2 b. Types of Foundation:- Isolated and Combined. c. Allowable Settlement:- 25 mm d. Grade of Concrete:- M25 CHECKS FOR FOUNDATION:Settlement, GBP, Punching Shear, Crack Width, SSI. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet, CSI Detailer.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

7] G+4 RELIANCEMART MANGALURU RCC i.

ii. iii.

iv.

v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - Mangaluru, Karnataka, India. b. Type of Project: - Commercial / Mall. c. Floor Level:- G+4 d. Length of Structure:- 21.75 m e. Width of Structure:- 13.04 m f. Height of Structure:- 16 m g. Exposure Conditions:- Moderate h. Grade of Concrete:- M25 LOADS CONSIDERED:Dead Load, Live Load, Seismic Load, Wind Load. ANALYSIS PERFORMED:Response Spectrum Analysis, Modal Analysis, P-Δ Analysis, FEM. CHECKS PERFORMED:Modal Checks, Stability Checks, Serviceability, Torsional Irregularity, Soft Storey Check, Buckling. DESIGN & DETAILING:IS456:2000, SP34, IS13920:2016 FOUNDATION SYSTEM a. SBC of Soil:- 180 KN/m2 b. Types of Foundation: - Isolated and Combined. c. Allowable Settlement:- 25 mm d. Grade of Concrete:- M25 CHECKS FOR FOUNDATION:Settlement, GBP, Punching Shear, Crack Width, SSI. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet, CSI Detailer.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

7] G+4 RELIANCEMART MANGALURU (DESIGN OF STAIRCASE)

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

7] G+4 RELIANCEMART MANGALURU (DESIGN OF BRIDGE)

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

PILE FOUNDATION DETAILING

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

8] ONE COMPARTMENT UNDERGROUND WATER TANK i.

ii. iii. iv. v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - Bengaluru, Karnataka, India. b. Type of Project: - Underground Water Tank. c. Total Compartments:- One d. Shape of Tank:- Square e. Length of Structure:- 6 m f. Width of Structure:- 6 m g. Height of Structure:- 6 m h. Total Capacity:- 2 Lakh Litre i. Grade of Concrete:- M30 LOADS CONSIDERED:Dead Load, Soil Load, Water Load. ANALYSIS PERFORMED:Static Analysis. CHECKS PERFORMED:Stability and Serviceability. DESIGN & DETAILING:IS456:2000, SP34, IS3370:2009. FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation:- Raft c. Allowable Settlement:- 50 mm d. Grade of Concrete:- M30 CHECKS FOR FOUNDATION:Bearing, Settlement, Crack Width. SOFTWARES/TOOLS USED:AutoCAD, SAP2000, SAFE, Spread sheet.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

8] ONE COMPARTMENT UNDERGROUND WATER TANK

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

9] CYLINDRICAL GROUND WATER TANK i.

ii. iii. iv. v. vi.

vii. viii.

PROJECT DETAILS:a. Location:- Bengaluru, Karnataka, India. b. Type of Project:- Ground Water Tank. c. Total Compartments:- One d. Shape of Tank:- Circular e. Diameter of Structure:- 12 m f. Height of Structure:- 6 m g. Total Capacity:- 6 Lakh Litre h. Grade of Concrete:- M30 LOADS CONSIDERED:Dead Load, Soil Load, Water Load. ANALYSIS PERFORMED:Static Analysis. CHECKS PERFORMED:Stability and Serviceability. DESIGN & DETAILING:IS456:2000, SP34, IS3370:2009. FOUNDATION SYSTEM a. SBC of Soil:- 300 KN/m2 b. Types of Foundation:- Raft c. Allowable Settlement:- 50 mm d. Grade of Concrete:- M30 CHECKS FOR FOUNDATION:Bearing, Settlement, Crack Width. SOFTWARES/TOOLS USED:AutoCAD, SAP2000, SAFE, Spread sheet.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

9] CYLINDRICAL GROUND WATER TANK

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

10] TWO COMPARTMENT UNDERGROUND WATER TANK i.

ii. iii. iv. v. vi.

vii. viii.

PROJECT DETAILS:a. Location: - Bengaluru, Karnataka, India. b. Type of Project: - Underground Water Tank. c. Total Compartments:- One d. Shape of Tank:- Square e. Length of Structure:- 12 m f. Width of Structure:- 6 m g. Height of Structure:- 6 m h. Total Capacity:- 4 Lakh Litre i. Grade of Concrete:- M30 LOADS CONSIDERED:Dead Load, Soil Load, Water Load. ANALYSIS PERFORMED:Static Analysis. CHECKS PERFORMED:Stability and Serviceability. DESIGN & DETAILING:IS456:2000, SP34, IS3370:2009 FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation:- Raft c. Allowable Settlement:- 50 mm d. Grade of Concrete:- M30 CHECKS FOR FOUNDATION:Bearing, Settlement, Crack Width. SOFTWARES/TOOLS USED:AutoCAD, SAP2000, SAFE, Spread sheet.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

11] RCC CANTILEVER RETAINING WALL i.

ii. iii. iv. v. vi.

vii. viii.

PROJECT DETAILS:a. Height of Wall:- 4m b. Type of Backfill: - Horizontal. c. Angle of Repose:- 30˚ d. Base Slab Thickness:- 450mm e. Base Slab Width:- 3m f. Toe Projection:- 0.75m g. Grade of Concrete:- M20 h. Grade of Steel:- Fe415 i. Construction Joints:- 200mm wide,50mm deep. j. Drainage Pipes:- 100mm diameter pipes at 3mc/c at bottom as weep holes. LOADS CONSIDERED:Dead Load, Soil Load. ANALYSIS PERFORMED:Static Analysis CHECKS PERFORMED:Shear, Bending, Axial, Cracking. DESIGN & DETAILING:IS456:2000, IS 875:1987 (Part 1)), SP34. FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation:- Raft c. Depth of Foundation:- 1.2m d. Allowable Settlement:- 50 mm e. Grade of Concrete:- M20 CHECKS FOR FOUNDATION:Overturning, Sliding, Bearing Pressure, Bending. SOFTWARES/TOOLS USED:CYPE 2021, AutoCAD, Spread sheet.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

12] RCC RESERVOIR WALL i.

ii. iii. iv. v.

vi.

vii. viii.

PROJECT DETAILS:a. Height of Wall:- 4m b. Type of Backfill:- Horizontal. c. Angle of Repose:- 25˚ d. Base Slab Thickness:- 300mm e. Base Slab Width:- 3m f. Toe Projection:- 0.4m g. Grade of Concrete:- M25 h. Grade of Steel:- Fe415 LOADS CONSIDERED:Dead Load, Soil Load, Water Load. ANALYSIS PERFORMED:Static Analysis. CHECKS PERFORMED:Shear ,Bending, Axial, Cracking. DESIGN & DETAILING:IS456:2000, IS 875:1987 (Part 1), SP34, IS3370:2009 FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation:- Raft c. Depth of Foundation:- 1.2m d. Allowable Settlement:- 50 mm e. Grade of Concrete:- M25 CHECKS FOR FOUNDATION:Overturning, Sliding, Bearing Pressure, Bending. SOFTWARES/TOOLS USED:Prokon, AutoCAD, Spread sheet. `

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

13] BENGALURU STEEL SHED DESIGN i.

ii. iii. iv. v.

vi.

vii. viii.

PROJECT DETAILS:a. Location: - Bangalore, India. b. Type of Project: - Warehouse PEB. c. Roof Slope:- (1/10) d. Structure Length:- 24m e. Structure Width:- 15m f. Clear Height:- 6m g. Bay Spacing:- 6m h. Grade of Steel:- Fe250 LOADS CONSIDERED:Dead Load, Live Load, Wind Load, Seismic Load. ANALYSIS PERFORMED:Static Analysis, Dynamic Analysis. CHECKS PERFORMED:Stability and Serviceability DESIGN & DETAILING:IS 800:2007, IS 875:1987(Part1), IS 875:1987(Part 2) IS 875:2015(Part 3), IS 1893:2016 (Part1). FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation:- Isolated c. Allowable Settlement:- 25 mm d. Grade of Concrete:- M25 e. Grade of Rebar:- HYSD 415 CHECKS FOR FOUNDATION:Sliding and Overturning. SOFTWARES/TOOLS USED:AutoCAD, ETABS, SAFE, Spread sheet. .

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

14] DAHEJ STEEL SHED DESIGN i.

ii. iii. iv. v.

vi.

vii. viii.

PROJECT DETAILS:a. Location: - Dahej, India. b. Type of Project: - Steel Truss. c. Roof Slope:- 1/20 d. Structure Length:- 50m e. Structure Width:- 10m f. Clear Height:- 8m g. Bay Spacing:-5m h. Grade of Steel:- Fe250 LOADS CONSIDERED:Dead Load, Live Load, Wind Load, Seismic Load. ANALYSIS PERFORMED:Static Analysis, Dynamic Analysis. CHECKS PERFORMED:Stability and Serviceability. DESIGN & DETAILING:IS 800:2007, IS 875:1987(Part1), IS 875:1987(Part 2) IS 875:2015(Part 3), IS 1893:2016 (Part1). FOUNDATION SYSTEM a. SBC of Soil:- 200 KN/m2 b. Types of Foundation:- Isolated c. Allowable Settlement:- 25 mm d. Grade of Concrete:- M25 e. Grade of Rebar:- HYSD 415 CHECKS FOR FOUNDATION:Sliding and Overturning. SOFTWARES/TOOLS USED:-. AutoCAD, ETABS, SAFE, Spread sheet.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

15] RETROFITTING OF BEAM-COLUMN JOINT USING CFRP AND GFRP SHEETS

ASSEMBLY 1

ASSEMBLY 2

ASSEMBLY 1

ASSEMBLY 3

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

15] RETROFITTING OF BEAM-COLUMN JOINT USING CFRP AND GFRP SHEETS CASTING OF BEAM-COLUMN JOINT SECTION

CFRP L CONFIGURATION

CFRP STRAIGHT CONFIGURATION

GFRP L CONFIGURATION

GFRP STRAIGHT CONFIGURATION

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

15] RETROFITTING OF BEAM-COLUMN JOINT USING CFRP AND GFRP SHEETS

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

16] DESIGN OF SEWER SYSTEM FOR BILASPUR CITY,INDIA

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

17] SHORT STEEL PEB WAREHOUSE DESIGN i.

ii.

iii. iv. v.

vi.

vii. viii.

PROJECT DETAILS:a. Location:- Delhi, India. b. Type of Project:- Warehouse PEB. c. Roof Slope:- 1/10 d. Structure Length:- 21m e. Structure Width:- 18m f. Clear Height:- 7m g. Bay Spacing:-7m h. Grade of Steel:- Fe250 LOADS CONSIDERED:Dead Load, Live Load, Collateral Load, Wind Load, Seismic Load. ANALYSIS PERFORMED:Static Analysis, Dynamic Analysis. CHECKS PERFORMED:Stability and Serviceability. DESIGN & DETAILING:IS 800:2007, IS 875:1987(Part1), IS 875:1987(Part 2) IS 875:2015(Part 3), IS 1893:2016 (Part1) FOUNDATION SYSTEM a. SBC of Soil:- 300 KN/m2 b. Types of Foundation:- Isolated. c. Allowable Settlement:- 25 mm d. Grade of Concrete:- M25 CHECKS FOR FOUNDATION:Sliding and Overturning. SOFTWARES/TOOLS USED:AutoCAD, STAAD Pro and Foundation,Spread sheet.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

18] LONG STEEL PEB WAREHOUSE DESIGN ix.

xi. xii. xiii.

xiv.

xv. xvi.

PROJECT DETAILS:a. Location:- Bengaluru, India. b. Type of Project:- Warehouse PEB. c. Roof Slope:- 1/10 d. Structure Length:- 91.15m e. Structure Width:- 40m f. Clear Height:- 5m g. Bay Spacing:-7.667m h. Grade of Steel:- Fe250 LOADS CONSIDERED:Dead Load, Live Load, Collateral Load, Wind Load, Seismic Load. ANALYSIS PERFORMED:Static Analysis, Dynamic Analysis. CHECKS PERFORMED:Stability and Serviceability. DESIGN & DETAILING:IS 800:2007, IS 875:1987(Part1), IS 875:1987(Part 2) IS 875:2015(Part 3), IS 1893:2016 (Part1) FOUNDATION SYSTEM a. SBC of Soil:- 300 KN/m2 b. Types of Foundation:- Isolated. c. Allowable Settlement:- 25 mm d. Grade of Concrete:- M25 CHECKS FOR FOUNDATION:Sliding and Overturning. SOFTWARES/TOOLS USED:AutoCAD, STAAD Pro and Foundation,Spread sheet. (*This project done as a part of Udemy course)

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

19] ONE STOREY HOUSE IN SANGLI, INDIA i.

PROJECT DETAILS:a. Location:- Sangli,India b. Type of Project:- One Storey RC Residential House c. Total Plot Area:- 1000 sq.ft d. Total BUA:- 646.25 sq.ft e. Type of Work:- Individual, Freelancing Work f. Scope of Work:i. Preparing Architectural Plan as per vaastu shastra using AutoCAD. ii. Preparing BIM Model using Graphisoft ArchiCAD. iii. Preparing schedule of all items such as door,window etc. iv. Presenting 3D rendered view using ENSCAPE 3D.

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20] TWO STOREY HOUSE IN PUNE, INDIA i.

PROJECT DETAILS:a. Location:- Pune, India b. Type of Project:- Two Storey RC Residential House c. Total Plot Area:- 1500 sq.ft d. Total BUA:- 2650 sq.ft e. Type of Work:- Final Submission Project of Skyfi Labs-Construction Technology Course. f. Scope of Work:i. Preparing BIM Model using Graphisoft ArchiCAD. ii. Preparing schedule of all items such as door,window etc. iii. Exterior Landscape design along with swimming pool. iv. Presenting 3D rendered view using ENSCAPE 3D.

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER

GROUND FLOOR

SATYAM BHOSALE PORTFOLIO | STRUCTURAL DESIGN ENGINEER