For the structure and loading shown below, find the lateral deflection at the top. Use E = 29,000 ksi and I = 250 in4 for all members. Note that in frames, we neglect axial deformation, so you can calculate the deflection at either of the upper corners; the answer will be the same. 20 8K 10! The problem statement is given previously in this unit. Enter the answer here. 1 What is the value of the real moment at the upper left (kip-ft)? Type your answer. What is the value of the virtual moment at the upper left (ft)? Type your answer... What is the deflection at the top in inches (two decimal places) Type your answer.
For the structure and loading shown below, find the lateral deflection at the top. Use E = 29,000 ksi and I = 250 in4 for all members. Note that in frames, we neglect axial deformation, so you can calculate the deflection at either of the upper corners; the answer will be the same. 20 8K 10! The problem statement is given previously in this unit. Enter the answer here. 1 What is the value of the real moment at the upper left (kip-ft)? Type your answer. What is the value of the virtual moment at the upper left (ft)? Type your answer... What is the deflection at the top in inches (two decimal places) Type your answer.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the structure and loading shown below, find the lateral deflection at the top. Use
E = 29,000 ksi and I = 250 in4 for all members. Note that in frames, we neglect axial
deformation, so you can calculate the deflection at either of the upper corners; the
answer will be the same.
201
8K
10!
The problem statement is given previously in this unit. Enter the answer here.
1
What is the value of the real moment at the upper left (kip-ft)?
Type your answer.
2
What is the value of the virtual moment at the upper left (ft)?
Type your answer.
What is the deflection at the top in inches (two decimal places)
Type your answer...
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