Q2) For the beam shown in figure 2, (a) Draw the shear force and bending moment diagrams and determine maximum shear and bending moment in beam. Also find their locations. (b) Determine the maximum flexural stresses in beam (c) Determine the maximum shearing stress. Also plot the shear stress distribution along the depth of the cross-section. (d) Determine the shearing stress developed at horizontal layer 100mm below the top fiber for a section 4.0m from the right end of the beam. (e) Determine the deflection of the beam at the position midway between the supports and at the overhanging end of the beam. 300N/m 450N-m 100N-m 2m 5m 2m 100 200 Figure 2 All dimension are in mm 009 002

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Q2) For the beam shown in figure 2,
(a) Draw the shear force and bending moment diagrams and determine maximum shear and
bending moment in beam. Also find their locations.
(b) Determine the maximum flexural stresses in beam
(c) Determine the maximum shearing stress. Also plot the shear stress distribution along the depth
of the cross-section.
(d) Determine the shearing stress developed at horizontal layer 100mm below the top fiber for a
section 4.0m from the right end of the beam.
(e) Determine the deflection of the beam at the position midway between the supports and at the
overhanging end of the beam.
یتيع
300N/m
450N-m
100N-m
2m
5m
2m
100
200
Figure 2
All dimension are in mm
Transcribed Image Text:Q2) For the beam shown in figure 2, (a) Draw the shear force and bending moment diagrams and determine maximum shear and bending moment in beam. Also find their locations. (b) Determine the maximum flexural stresses in beam (c) Determine the maximum shearing stress. Also plot the shear stress distribution along the depth of the cross-section. (d) Determine the shearing stress developed at horizontal layer 100mm below the top fiber for a section 4.0m from the right end of the beam. (e) Determine the deflection of the beam at the position midway between the supports and at the overhanging end of the beam. یتيع 300N/m 450N-m 100N-m 2m 5m 2m 100 200 Figure 2 All dimension are in mm
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