The beam shown in (Figure 1) supports a distributed live load of 1.5 kN/m and single concentrated load of 9 kN. The dead load is 3 kN/m. Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent. 2 m 2 m 2 m

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
Section: Chapter Questions
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The beam shown in (Figure 1) supports a distributed live
load of 1.5 kN/m and single concentrated load
of 9 kN. The dead load is 3 kN/m. Follow the sign
convention. The distributed Iive load can be applied to
several segments of the beam that are not necessarily
adjacent.
B
2 m
2 m
Transcribed Image Text:The beam shown in (Figure 1) supports a distributed live load of 1.5 kN/m and single concentrated load of 9 kN. The dead load is 3 kN/m. Follow the sign convention. The distributed Iive load can be applied to several segments of the beam that are not necessarily adjacent. B 2 m 2 m
Part A
Determine the maximum positive bending moment at C.
Express your answer to three significant figures and Include the appropriate units.
Part B
Determine the maximum positive shear at C.
Transcribed Image Text:Part A Determine the maximum positive bending moment at C. Express your answer to three significant figures and Include the appropriate units. Part B Determine the maximum positive shear at C.
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