Design the truss members using double angle section and draw the result of the design truss with complete labels. 1GIVEN: Truss loaded with dead, live and wind.500 lb000500 lb000700 lbKE1000 lb1500 lb1000 lb1400 lb1500 lbDEAD LOAD1400 lb1000 lb6@10ft = 60 ftLIVE LOAD1250 lb6@10ft = 60 ftWIND LOAD1000 lb91001250 lb1000 lb6@10ft = 60 ft1000 lb2500 lb1000 lb1000 lb2500 lb500 lb18 ftreseres500 lb18 ft18 ft1250 lb

To calculate :Analyze the truss

Answered: GIVEN: Truss loaded with dead, live and…

Engineering

Civil Engineering

GIVEN: Truss loaded with dead, live and wind. 500 lb 1000 lb 1000 lb DEAD LOAD 1000 lb 1000 lb 1000 lb 500 lb 18 ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Design the truss members using double angle section and draw the result of the design truss with complete labels.

1
GIVEN: Truss loaded with dead, live and wind.
500 lb
000
500 lb
000
700 lb
KE
1000 lb
1500 lb
1000 lb
1400 lb
1500 lb
DEAD LOAD
1400 lb
1000 lb
6@10ft = 60 ft
LIVE LOAD
1250 lb
6@10ft = 60 ft
WIND LOAD
1000 lb
9100
1250 lb
1000 lb
6@10ft = 60 ft
1000 lb
2500 lb
1000 lb
1000 lb
2500 lb
500 lb
18 ft
reseres
500 lb
18 ft
18 ft
1250 lb

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Step 1: Introducing Given data

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Step 2: Calculation of reactions

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Step 3: Calculation of force in members AB, AL, BL, LK , BK & BC for Dead load

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Step 4: Calculation for section passing through members CD, CJ & KJ for Dead load

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Step 5: Calculation of force in members KC for Dead load

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Step 6: Calculation of force in members AB, AL, BL, LK , BK & BC for Live load

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Step 7: Calculation for section passing through members CD, CJ, KJ & KC for Dead load

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Step 8: Calculation of force in members AB, AL, BL, LK , BK & BC for Wind load

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Step 9: Calculation for section passing through members CD, CJ & KJ for Wind load

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Step 10: Calculation of force in members KC for Wind load

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