3xn KN/m 6xn KN 11.5xn KN.m 2xη KN/m 3 m 2m 2 m. 3m + Use your assigned n value. 1. Determine the external reactions at the roller and pin supporting the above beam. 2. Determine the internal reactions (shear and bending moment) at points B, D and F using the method of sections. 3. Determine the shear and moment equations for the beam section under the triangular load, and the shear and moment equations for the beam section under the rectangular load.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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n=15
3xn KN/m
6xn KN
11.5xn KN.m
2xn KN/m
B
D.
E
3 m
Im
2 m
2 m
3m
Use your assigned n value.
1. Determine the external reactions at the roller and pin supporting the above beam.
2. Determine the internal reactions (shear and bending moment) at points B, D and F using the method of sections.
3. Determine the shear and moment equations for the beam section under the triangular load, and the shear and moment equations for
rectangular load.
4. Draw the shear and bending moment diagrams using the area method showing the differential relations that exist between the load, shear and moment at each section of
the beam. Label the diagrams properly indicating where the shear and moment values are positive and negative. Also show on the diagram all the maximum and
beam section under the
minimum shear and moment values.
Transcribed Image Text:3xn KN/m 6xn KN 11.5xn KN.m 2xn KN/m B D. E 3 m Im 2 m 2 m 3m Use your assigned n value. 1. Determine the external reactions at the roller and pin supporting the above beam. 2. Determine the internal reactions (shear and bending moment) at points B, D and F using the method of sections. 3. Determine the shear and moment equations for the beam section under the triangular load, and the shear and moment equations for rectangular load. 4. Draw the shear and bending moment diagrams using the area method showing the differential relations that exist between the load, shear and moment at each section of the beam. Label the diagrams properly indicating where the shear and moment values are positive and negative. Also show on the diagram all the maximum and beam section under the minimum shear and moment values.
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