22. A cantilever beam, 3.5 m long carries a concentrated load, P, atmid-length.Given:P = 220 kNBeam Modulus of Elasticity = E = 200 GPaBeam Moment of Inertia, I = 60.8 × 106 mm*To limit the deflection at mid-length to 9.5 mm, how muchforce (kN) should be applied at the free end?A. 62.13В. 60.67C. 75.36D. 48.7823. A steel tank has a diameter of 3.5 m and wall thickness of 6mm. The tank is 4m high. The steel tank is subjected to aninternal pressure of 0.6 MPa. Find the allowable bursting force(kN) per unit length.C. 577D. 210A. 612В. 16524. Refer to the Figure shown.A car hit a tubular steel post at B. The post is fixed to theground at A.Given:Force from the Car, P = 175 kNSection of the Post = 300 mm x 300 mmThickness of the Post = 16 mmModulus of Elasticity, E = 200 GPaH = 2.5 m; h = 1.5mWhat is the resulting maximum bending stress (MPa)?A. 263В. 161%3DС. 215D. 187

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22. A cantilever beam, 3.5 m long carries a concentrated load, P, at mid-length. Given: P = 220 kN Beam Modulus of Elasticity = E = 200 GPa Beam Moment of Inertia, I = 60.8 x 106 mm* To limit the deflection at mid-length to 9.5 mm, how much force (kN) should be applied at the free end? A. 62.13 C. 75.36 B. 60.67 D. 48.78

22. A cantilever beam, 3.5 m long carries a concentrated load, P, at mid-length. Given: P = 220 kN Beam Modulus of Elasticity = E = 200 GPa Beam Moment of Inertia, I = 60.8 x 106 mm* To limit the deflection at mid-length to 9.5 mm, how much force (kN) should be applied at the free end? A. 62.13 C. 75.36 B. 60.67 D. 48.78

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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