A beam AB 10 m long is simply supported at its ends A and B. It carries a uniformly
distributed load of 20 kN/m for a distance of 5 m from left end A and a concentrated load of
40 kN at a distance of 2 m from the right end B. Draw Shear Force and Bending Moment
diagram for the beam
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Given that,
Mass m=10 kg
Inclination angle α=30
0
Friction coefficient μ=0.5
Normal reaction, N=mgcosα
Friction force,F
f
=μN=μmgcosα
Net pulling force, F=F
r
+mgsinα
F=μmgcos30
o
+Mgsin30
o
F=0.5×10×9.8×
2
3
+10×9.8×
2
1
=91.4N
Hence, the pulling force is 91.4 N
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