Q.4) A flanged-shaped beam section is subjected to an axial force of P = 10 kN, ashear-force of V= 20.6 kN, and a bending-moment of M = 2.2 kN-m, as shownbelow. The dimensions of the section as shown are bi = 42 mm, b2 = 88 mm,t; = 8 mm, d = 90 mm, tw = 8 mm, and a = 21 mm. Determine the principalstresses and the maximum shear stress acting at points H and K. Also showthese stresses on an appropriate sketch for each point.b,yHKKMb2

position of the neutral axis from…

Q.4) A flanged-shaped beam section is subjected to an axial force of P = 10 kN, a shear-force of V = 20.6 kN, and a bending-moment of M = 2.2 kN-m, as shown below. The dimensions of the section as shown are b1 = 42 mm, b2 = 88 mm, t; = 8 mm, d = 90 mm, tw = 8 mm, and a = 21 mm. Determine the principal stresses and the maximum shear stress acting at points H and K. Also show these stresses on an appropriate sketch for each point. y H K K M b2

Q.4) A flanged-shaped beam section is subjected to an axial force of P = 10 kN, a shear-force of V = 20.6 kN, and a bending-moment of M = 2.2 kN-m, as shown below. The dimensions of the section as shown are b1 = 42 mm, b2 = 88 mm, t; = 8 mm, d = 90 mm, tw = 8 mm, and a = 21 mm. Determine the principal stresses and the maximum shear stress acting at points H and K. Also show these stresses on an appropriate sketch for each point. y H K K M b2

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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