For a beam with a cross section of equilateral triangle of side length a =20 mm, (a) draw the shear and moment diagrams and determine the maximum values of shear and moment throughout the beam. (b) Determine the maximum tensile and compressive bending stresses and the locations they occur. 150 N/m 10 N.m A В C O 00 100 mm 200 mm 300 mm 80 N

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For a beam with a cross section of equilateral triangle of side length a= 20 mm,
(a) draw the shear and moment diagrams and determine the maximum values of shear and
moment throughout the beam. (b) Determine the maximum tensile and compressive bending
stresses and the locations they occur.
150 N/m
10 N.m
A
В
C
O 00
100 mm
200 mm
300 mm
80 N
Transcribed Image Text:For a beam with a cross section of equilateral triangle of side length a= 20 mm, (a) draw the shear and moment diagrams and determine the maximum values of shear and moment throughout the beam. (b) Determine the maximum tensile and compressive bending stresses and the locations they occur. 150 N/m 10 N.m A В C O 00 100 mm 200 mm 300 mm 80 N
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