Solve for the reactions at supports Draw Shear and Moment Diagrams Compute for horizontal deflection at C (Ac) and slope at C (©c) using Virtual Work Method a. b. С. B 5 m A -5 m- El = constant E = 70 GPa I = 1,030 (106) mm4 %3D 25 kN/m
Solve for the reactions at supports Draw Shear and Moment Diagrams Compute for horizontal deflection at C (Ac) and slope at C (©c) using Virtual Work Method a. b. С. B 5 m A -5 m- El = constant E = 70 GPa I = 1,030 (106) mm4 %3D 25 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Analyze the loaded frame as shown. Be guided as follows:
Solve for the reactions at supports
Draw Shear and Moment Diagrams
Compute for horizontal deflection at C (Ac) and slope at C (0c) using Virtual Work
Method
a.
b.
C.
B
5 m
A
5 m.
El = constant
E = 70 GPa
I = 1,030 (106) mm
%3D
%3D
25 kN/m
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