The beam in figure 2 is to be designed to support its dead weight of 0.5 kip/ft (assumed as distributed dead load) and live load that consist of a 60-kip concentrated load. The live load can act anywhere on the span. Locate the live load in the most critical location of the span to cause the maximum negative reaction at support B. Draw a clear free body diagram for that condition. Calculate that maximum reactions at support B for the condition above. Please present all your calculations. A B

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The beam in figure 2 is to be designed to support its dead weight of 0.5 kip/ft (assumed as distributed dead load) and
live load that consist of a 60-kip concentrated load. The live load can act anywhere on the span. Locate the live load in
the most critical location of the span to cause the maximum negative reaction at support B. Draw a clear free body
diagram for that condition. Calculate that maximum reactions at support B for the condition above. Please present
all your calculations.
A
B
C
D
64
10%
10²
Figure 2 (for question 2)
E
Transcribed Image Text:The beam in figure 2 is to be designed to support its dead weight of 0.5 kip/ft (assumed as distributed dead load) and live load that consist of a 60-kip concentrated load. The live load can act anywhere on the span. Locate the live load in the most critical location of the span to cause the maximum negative reaction at support B. Draw a clear free body diagram for that condition. Calculate that maximum reactions at support B for the condition above. Please present all your calculations. A B C D 64 10% 10² Figure 2 (for question 2) E
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