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Using the slope-deflection method, calculate the member end moments for the beam shown in Figure 2. Note that this beam does not undergo any support settlements. 50 kN/m CD kN E = 200 GPa I= 500 (10) m Figure 2.

Using the slope-deflection method, calculate the member end moments for the beam shown in Figure 2. Note that this beam does not undergo any support settlements. 50 kN/m CD kN E = 200 GPa I= 500 (10) m Figure 2.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using the slope-deflection method, calculate the member end moments for the beam shown in Figure 2. Note that this beam does not undergo any support settlements and note that CD kN = 8kN.

Question 2. Using the slope-deflection method, calculate the member end moments for the beam shown in Figure 2. Note that this beam does not undergo any support settlements. 50 kN/m CD kN E = 200 GPa I= 500 (10) m В -1.5m- +1.5m- Figure 2.
Transcribed Image Text:Question 2. Using the slope-deflection method, calculate the member end moments for the beam shown in Figure 2. Note that this beam does not undergo any support settlements. 50 kN/m CD kN E = 200 GPa I= 500 (10) m В -1.5m- +1.5m- Figure 2.
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