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
Related questions
Question
Analyze the truss below
![GIVEN: Truss loaded with dead, live and wind.
500 lb
000
500 lb
1000 lb
1500 lb
1000 lb
1500 lb
DEAD LOAD
1000 lb
6@10ft = 60 ft
LIVE LOAD
1250 lb
6@10ft = 60 ft
1000 lb
1000 lb
1000 lb
1000 lb
500 lb
500 lb
18 ft
18 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93342d31-3859-43aa-b905-38ec81fa7118%2F7d70adef-c99d-46a1-a036-293d8ee952f0%2Fra9x1dg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:GIVEN: Truss loaded with dead, live and wind.
500 lb
000
500 lb
1000 lb
1500 lb
1000 lb
1500 lb
DEAD LOAD
1000 lb
6@10ft = 60 ft
LIVE LOAD
1250 lb
6@10ft = 60 ft
1000 lb
1000 lb
1000 lb
1000 lb
500 lb
500 lb
18 ft
18 ft
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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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