A prismatic continuous beam is shown. The flexural rigidity is 100 000 N. m². The problem maybe solve using superposition method.   1. Determine the vertical midspan deflection due to the given loads in millimeters if the middle support is removed.  a. 5.83 b. 6.20 c. 4.95 d. 7.17 2. Determine the vertical midspan deflection due to an upward unit load at midpoint in millimeters if the middle support is removed.  a. 0.513 b. 0.678 c. 0.245 d. 0.360 3. Determine the reaction at the middle support in Newton’s. a. 29.5 b. 13.8 c. 36.2 d. 47.0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A prismatic continuous beam is shown. The flexural rigidity is 100 000 N. m². The problem maybe solve using superposition method.
 
1. Determine the vertical midspan deflection due to the given loads in millimeters if the middle support is removed. 
a. 5.83
b. 6.20
c. 4.95
d. 7.17
2. Determine the vertical midspan deflection due to an upward unit load at midpoint in millimeters if the middle support is removed. 
a. 0.513
b. 0.678
c. 0.245
d. 0.360
3. Determine the reaction at the middle support in Newton’s.
a. 29.5
b. 13.8
c. 36.2
d. 47.0
10N
10N
3m
3m
3m
3m
Transcribed Image Text:10N 10N 3m 3m 3m 3m
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