1.22 The values of axial stress (6) 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 Cable Frictionless Pulley P. Beam (0.2 m x 0.2 m) - 3 m 50 kN (a) 1000, 75 and 25 (b) 1250, 150 and 50 (c) 1500, 225 and 75 (d) 1750, 300 and 100

1.22 The values of axial stress (6) 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 Cable Frictionless Pulley P. Beam (0.2 m x 0.2 m) - 3 m 50 kN (a) 1000, 75 and 25 (b) 1250, 150 and 50 (c) 1500, 225 and 75 (d) 1750, 300 and 100

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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