A beam ABC simply supported at A and B and part BC is overhag. AB= 4m , BC= 2m.
Beam carried udl of 10 kN/m over entire length of ABC. The maximum shear force will
be.
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Step-by-step explanation:
F9 Yerra 30-3-2021 Swati D1
Taking moment about point A-
3RB = 3 + 4.5
RB = 2.5 kN
RA + RB = 6
∴ RA = 3.5 kN
Now,
Maximum bending moment = Mmax = (B.M.)c [∵ After point C the direction of applied force changes]
∴ Maximum bending stress (σb) = 75 Mpa
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