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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Neat work pls
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