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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

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 × 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
В. 60.67
C. 75.36
D. 48.78
23. A steel tank has a diameter of 3.5 m and wall thickness of 6
mm. The tank is 4m high. The steel tank is subjected to an
internal pressure of 0.6 MPa. Find the allowable bursting force
(kN) per unit length.
C. 577
D. 210
A. 612
В. 165
24. Refer to the Figure shown.
A car hit a tubular steel post at B. The post is fixed to the
ground at A.
Given:
Force from the Car, P = 175 kN
Section of the Post = 300 mm x 300 mm
Thickness of the Post = 16 mm
Modulus of Elasticity, E = 200 GPa
H = 2.5 m; h = 1.5m
What is the resulting maximum bending stress (MPa)?
A. 263
В. 161
%3D
С. 215
D. 187

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