Find Aby and Acx. Bar areas: top and bottom chords = 2.5; BD = 5. (Ans: ABy = 0.185 in. ↑, Acx = 0.370 in.) 40 k B D 20 k 20 ft- 20 ft Problem 9.5 10 ft 10 ft
Find Aby and Acx. Bar areas: top and bottom chords = 2.5; BD = 5. (Ans: ABy = 0.185 in. ↑, Acx = 0.370 in.) 40 k B D 20 k 20 ft- 20 ft Problem 9.5 10 ft 10 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For Problems 9.1 through 9.6, use the virtual work method to determine the deflection of each of the joints indicated. E = 29,000 ksi for all members unless otherwise indicated. The cross section of each member is given as in2 unless noted otherwise.
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Step 1: Introduce the problem statemement
VIEWStep 2: Process for determining deflection at a node
VIEWStep 3: Analyze the truss for given load - Support reactions
VIEWStep 4: Stating the geometry of truss
VIEWStep 5: Analyze the truss for given load - P Forces
VIEWStep 6: Analyze the truss for K1 Forces
VIEWStep 7: Analyze the truss for K2 Forces
VIEWStep 8: Summarize the member forces
VIEWStep 9: Determine the displacements
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