2.0 Given truss: 4250 lbs 8500 lbs 130⁰ 8500 lbs 3 ft 8500 lbs 8500 lbs 8500 lbs 4250 lbs 3 ft 3 ft 3 ft 3 ft 3 ft Design the tension and compression members of the truss. Use A36 steel.
2.0 Given truss: 4250 lbs 8500 lbs 130⁰ 8500 lbs 3 ft 8500 lbs 8500 lbs 8500 lbs 4250 lbs 3 ft 3 ft 3 ft 3 ft 3 ft Design the tension and compression members of the truss. Use A36 steel.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design the tension and compression members of the given truss and use A36 steel
Transcribed Image Text:2.0 Given truss:
4250 lbs
8500 lbs
130⁰
8500 lbs
3 ft
8500 lbs
8500 lbs
8500 lbs
4250 lbs
3 ft
3 ft
3 ft
3 ft
3 ft
Design the tension and compression members of the truss. Use A36 steel.
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Step 1: Introducing given data
VIEWStep 2: Calculate reactions & force in member AC & AH
VIEWStep 3: Calculate force in member CD, CH, AH, DH & HI
VIEWStep 4: Calculate force in member DE, DI, HI, EF & EI
VIEWStep 5: Design of tension member
VIEWStep 6: Calculate net area
VIEWStep 7: Calculate size of angle for tension members
VIEWStep 8: Design of compression member
VIEWStep 9: Calculate size of angle for compression members
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