A simply supported beam of length 3 m and
carrying a UDL of 4kN/m, find
1. Maximum bending stress in the beam
2.Maximum shear stress in the beam.
3.The shear stress at point 1 m to the right of the left support and 25 mm below
the top surface of the beam
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Answer:
Step 1: Data:
Length of beam = 2m or 2000mm
load at failure = 2KN
Section dimensions = 40mm X 60mm
Step 2: Calculation of moment of inertia
I = bd3/12
= (40) (603)/12
= 7.2X105 mm4
Step 3: Calculation of bending moment about fixed end
M = WL
= (2)(2)
= 4KN-m
Step 4:
Calculation of bending stress
M /I= σ / y
Substitute for above (where y = depth /2= 60/2 = 30mm)
There fore
σ = 166.67N/mm2
Explanation:
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