Assignment 1B

Page 1

Short bearer length = 1890

110

Joist

400

110

245 230

10

1459

CL

200 200

400

JOISTS

medium bearer length = 4550

557

BEARERS

200 200

elev

1260

1221

5040

5442.5

section

J + B Layout 35 x 120 F14 N/A 450 gap between Display Mode seasoned continuous boards (mm): Hardspan 6 - nominal Layout towood InDesign - Plan and Sectio Ref. Table: 2,4 J + B Layout 150 x 50 F14 un450 single span: Point load 4.5 Layout Size: 280 x 250 seasoned Con1300 kN timber tinuous maximum (Light Scale: 1:50 span cantilever: pedestrian Display Mode 325 If you cannot see the thickertraffic) lines wh continuous Layout to InDesign Plan Ref. Table: 6,an cutting through yourspan: design, make 1800 notes to table su maximum 6 to your viewport (see video) cantilever: Layout Size:450280 x 250 The bearers will not be vis 1/175 xjoists 75 F14and un1800 single span: Floor Load seasoned contin- 2300 Width [FLW]: you will see lines representin timber dashed uous maximum Scale: span 1:50 cantilever: 2400 575 continuous span: 2300 maximum cantilever: 575

CL

2

2564

B

section

B

STUMPS

cross section: 100 x 100 height: 400

PAD FOOTINGS

cross section: 400 x 400

CL

200200

CL

ASDA SD

12.5

450

CL

450

CL

20

CL

CL

957

400

357

CL

450

450

380

450

3144

CL

CL

20

400

957

400

357 SDFSDAF FD SAD FSDAF DS

5814

elev

1

Joist span measured from centrelines

Stump locations Length of longest bearer

section

BEARER AND JOIST LAYOUT PLAN Scale: 1:50

2018 Semester 1

Studio Leader: Dr. Martin Fowler Studio: 20

Ref. Table: 7

If you cannot see the thicker clipping plane is cutting through yourStump design, F14 un2300 N/A height seasoned above ground properly linked timber is 215 mm Ref. video) Table: 7 to your viewport (see Reinforced concrete

Tributary area: For end 4 edge pad footings: 0.2961 m^2 For middle 4 edge pad footings: 0.2867 m^2 For middle 2 mid pad footings: 0.33 m^2

Ref. Table: AS2870

The joists and bearers will no videport. Instead you will see dashed lines rep DECK AREA CALCULATIONS: structural members depth: 200

Note: 0.12 m is width of board. ( x ? ) denotes number of boards of that particular length used. Final area excludes the 6 mm gaps between each board.

1. 4.66 x 0.12 (x 2) = 1.1184 m^2 6. 6.97 x 0.12 (x 21) = 17.6084 m^2 2. 4.78 x 0.12 (x 7) = 4.0152 m^2 7. 1.92 x 0.12 (x 9) = 2.0736 m^2 3. 6.97 x 0.12 (x 3) = 2.5092 m^2 8. 1.92 x 0.12 (x 7) = 1.6128 m^2 4. 4.78 x 0.12 (x 7) = 4.0152 m^2 5. 3.34 x 0.12 (x 2) = 0.8016 m^2 1.1184 + 4.0152 + 2.5092 + 4.0152 + 0.8016 + 17.6084 + 2.0736 + 1.6128 = 33.8 m^2

A

N

Construction as Alchemy ARCH10002

OTHER INFORMATION + REFERENCE TABLE

MEMBER SCHEDULE DECKING

114 10

1104

CL

402.5

Engaged piers locations with respect to brick wall Pad footing location (stumps at centre of pad footing)

MAX. ALLOWABLE SPAN (mm)

Engaged pier

MAX. ALLOWABLE SPACING (mm)

A

[e.g. F7 unseasoned Cypress]

edge of footing to edge of joist Joist length

MATERIAL (stress grade + timber type)

section

HEIGHT (mm) x WIDTH (mm)

Note: Bearers, deck boards and joists have continuous span till the maximum limit. If available bearers and joists are shorter than as shown in plan, they are to be attached to each other along the width by nails to form continuous spans.

Name: Manasi Chopdekar Student Number: 935401

Part 1B : Relaxation Deck

B1


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Assignment 1B by Manasi Chopdekar - Issuu