QUESTION 2A cimply supported, wide-flange beam has aconcentrated load Papplied at mid span (Fig. la).The state of stress in the beam web at element Cis known (Fig. Ib)to be O, = 12, 300 psi, Oy, =4200 psi, and T,ху=- 4700 psi. IDetermine the masimum shear stresses and show them on aykeluh of aproperly urienled elemenl. (Consider unly the in-plane s tres ses).| 4200 psiP12,300 psiA|B4700 psi(a)(b)Figure 1

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QUESTION 2 A simply supported, wide-lange beam has aconcentrated load P applied at mid span (Fig. la). The state of stress in the beam web at element Cis known (Fig. Ib)to be oy = 12, 300 psi, Oy = 4200 psi, and T,y =- 4700 psi Determine the masimum shear stresses and show them on a skeluh of uproperly vrienled element. (Consider only the in-plane s lresses). | 4200 psi 12,300 psi B 4700 psi (a) (b) Figure 1

QUESTION 2 A simply supported, wide-lange beam has aconcentrated load P applied at mid span (Fig. la). The state of stress in the beam web at element Cis known (Fig. Ib)to be oy = 12, 300 psi, Oy = 4200 psi, and T,y =- 4700 psi Determine the masimum shear stresses and show them on a skeluh of uproperly vrienled element. (Consider only the in-plane s lresses). | 4200 psi 12,300 psi B 4700 psi (a) (b) Figure 1

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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