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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
Transcribed Image Text:10N
10N
3m
3m
3m
3m
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