A cantilever beam of cross-section 90 mm. width 120 mm deep carries a UDL of 12 KN/m. over the entire length and a concentrated load of 15 KN at the right end. Find the bending stress in the beam, when the length of beam is 10 m.
Length of beam = 2000 mm
Load at failure = 2 kN
Section dimensions = 40 mm x 60 mm
Moment if inertia
I = bd3/12 = (40) (603) / 12 = 7.2 x 105 mm4
Bending moment about fixed end
M = WL = (2) (2) = 4 kN/m
Bending stress
M / l = "\\sigma" / y
y = depth / 2 = 60 / 2 = 30 mm
"\\sigma" = 166.67 N/mm2
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