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The values of axial stress (s) in kN/m2, bending moment (M) in kNm, and shear force (V) in kN acting at point P for the arrangement shown in the figure are respectively
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- 1000, 75 and 25
- 1250, 150 and 50
- 1500, 225 and 75
- 1750, 300 and 100
Correct Option: B
Axial stress
= | = 1250 kN/m2 | .2 × .2 |
Bending moment = 50 × 3 = 150 kNm
Distribution Table