For the beam shown, solve the following: 100kN 80KN 21 1.5I to 2m 5m 4m 1.The deflection at 2m from the left support, /EI. c. 532.73 a. 221.82 b. 1146.26 d. 945.47 а. 3.33 b. 3.66 2.The slope at midspan, /EI. с. 3.55 d. 3.44 3.The deflection at 7m from the left support, /EI. a. 565.96 b. 750.20 с. 1772.53 d. 1325.12

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the beam shown, solve the following:
100kN
80kN
21
1.51
to
2m
5m
4m
1.The deflection at 2m from the left support, /EI.
c. 532.73
a. 221.82
b. 1146.26
d. 945.47
2.The slope at midspan, /EI.
c. 3.55
а. 3.33
b. 3.66
d. 3.44
3.The deflection at 7m from the left support, /EI.
a. 565.96
b. 750.20
с. 1772.53
d. 1325.12
Transcribed Image Text:For the beam shown, solve the following: 100kN 80kN 21 1.51 to 2m 5m 4m 1.The deflection at 2m from the left support, /EI. c. 532.73 a. 221.82 b. 1146.26 d. 945.47 2.The slope at midspan, /EI. c. 3.55 а. 3.33 b. 3.66 d. 3.44 3.The deflection at 7m from the left support, /EI. a. 565.96 b. 750.20 с. 1772.53 d. 1325.12
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