Analyze the loaded frame as shown. Be guided as follows: a. Solve for the reactions at supports b. Draw Shear and Moment Diagrams C. Compute for horizontal deflection at C (Ac) and slope at C (ec) using Virtual Work Method B 5 m 25 kN/m A -5m- El = constant E = 70 GPa I = 1,030 (106) mm²

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Analyze the loaded frame as shown. Be guided as follows:
a.
Solve for the reactions at supports
b.
Draw Shear and Moment Diagrams
C.
Compute for horizontal deflection at C (Ac) and slope at C (ec) using Virtual Work
Method
B
5 m
25 kN/m
A
-5m-
El = constant
E = 70 GPa
I = 1,030 (106) mm²
Transcribed Image Text:Analyze the loaded frame as shown. Be guided as follows: a. Solve for the reactions at supports b. Draw Shear and Moment Diagrams C. Compute for horizontal deflection at C (Ac) and slope at C (ec) using Virtual Work Method B 5 m 25 kN/m A -5m- El = constant E = 70 GPa I = 1,030 (106) mm²
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