Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Situation 1:
A beam whose moment of inertia is
0.0036 m4 at portion CB and E =
220 GPa is subjected to a load of
intensity q = 20 kN/m and L = 6
meters.
1. If support B is removed,
Calculate the deflection at point
B.
2. If support B is present, Calculate the value of reaction at
support B.
3. Calculate the deflection at point C if support B is present.
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Step 1: Introduce the problem statement
VIEW Step 2: Calculate deflection at B when there is no support at B
VIEW Step 3: Calculate deflection at B when there is no support at B
VIEW Step 4: Calculate reaction at B when there support at B
VIEW Step 5: Calculate supports reactions
VIEW Step 6: Calculate deflection at C
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- A statically determinate beam with two pin supports at A and B is shown in Figure 1. Use virtual work method to find the following • Vertical deflection at C Neglect the reactions in X direction. Take El as constant. A 4 m 25 KN с 4 m KB A Figure 1 1.5 m 8 KN Darrow_forwardUse Slope-Deflection Method to determine the reactions for the two-span beam shown below. Take El as constant. 45 kN/m 5m 5marrow_forwardSITUATION. Consider the figure shown below, neglect the self-weight of members AB and BC. 2.0 m E B +0.9 m 0.9 m- 0.4 m W=5.4 kN Zoom image Determine the horizontal reaction at A. 0.8 marrow_forward
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