A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 2,800 lb, an internal shear force of 2,200 lb, and an internal bending moment of 4,600 lb-ft, as shown in Fig. 3b. Determine the normal and shear stresses at point H, which is located 2.1 in. 6 in. y 1 in. 4,000 lb-ft 1.50 in. 6 in. 1,600 lb Fig. 3a 2,200 lb H 1 in. Fig. 3b

A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 2,800 lb, an internal shear force of 2,200 lb, and an internal bending moment of 4,600 lb-ft, as shown in Fig. 3b. Determine the normal and shear stresses at point H, which is located 2.1 in. 6 in. y 1 in. 4,000 lb-ft 1.50 in. 6 in. 1,600 lb Fig. 3a 2,200 lb H 1 in. Fig. 3b

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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