A cantilever beam 3 m long carries a load of 20 KN at its free end. Calculate the
shear force and bending moment at a section 2 m from the free end.
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Solution:
Support Reaction Calculation
ΣFy=0ΣFy=0
RA−4−(2x2)=0RA−4−(2x2)=0
RA=8kNRA=8kN
Shear Force Calculations:
(F)A=+8kN(F)A=+8kN
(FR)A=+8kN(FR)A=+8kN
(F)C=+8kN(F)C=+8kN
(F)B=+4=4kN(F)B=+4=4kN
(FR)B=4−4=0kN(FR)B=4−4=0kN
Bending Moment Calculations:
MB=0kN−mBisfreeend.MB=0kN−mBisfreeend.
MC=−(4x2)−(2x2)x1=−12kN−mMC=−(4x2)−(2x2)x1=−12kN−m
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