GIVEN: Truss loaded with dead, live and wind. 500 lb 000 1000 lb 1000 lb DEAD LOAD 1000 lb 6@10ft = 60 ft LIVE LOAD 1250 lb 1000 lb 1000 lb 500 lb 18 ft
GIVEN: Truss loaded with dead, live and wind. 500 lb 000 1000 lb 1000 lb DEAD LOAD 1000 lb 6@10ft = 60 ft LIVE LOAD 1250 lb 1000 lb 1000 lb 500 lb 18 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Analyze the truss below
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Step 1: Introducing Given data
VIEWStep 2: Calculation of ultimate load (Pu)
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VIEWStep 3: Calculation of reactions
VIEWStep 4: Calculation for Joints A , G , L & H
VIEWStep 5: Calculation for section passing through members BC, BK & LK
VIEWStep 6: Calculation for section passing through members CD, CJ & KJ
VIEWStep 7: Calculation for section passing through members ED, EJ & IJ
VIEWStep 8: Calculation for section passing through members FE, FI & HI
VIEWStep 9: Calculation of force in members KC & EI
VIEWStep 10: Calculation of force in member DJ
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