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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
Solution given here is incomplete :
https://www.bartleby.com/questions-and-answers/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/d8fd36d5-17fd-4ee2-8168-5400a17e4758
Transcribed Image Text:P9.5
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
20 k
20 ft- 20 ft-
Problem 9.5
10 ft 10 ft
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Step 1: Introducing Given Data
VIEWStep 2: Analyze the truss for given load - Support reactions
VIEWSolution
VIEWStep 3: Analyze the truss for given load - P Forces , Joints A & C
VIEWStep 4: Analyze the truss for given load - P Forces , Joint B
VIEWStep 5: Analyze the truss for K1 Forces, Joints A & C
VIEWStep 6: Analyze the truss for K1 Forces, Joint B
VIEWStep 7: Analyze the truss for K2 Forces, Joint A
VIEWStep 8: Analyze the truss for K2 Forces, Joint B & C
VIEWStep 9: Summarize the member forces & Make a Displacement table
VIEWStep 10: Calculation of deflections
VIEW
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