A 1600-lb in. couple is applied to a wooden beam, of rectang section 1.5 by 3.5 in., in a plane forming an angle of 30° with t (Fig. 4.60). Determine (a) the maximum stress in the beam, (b) that the neutral surface forms with the horizontal plane. 1600 lb in. 30 D. E 1600 lb- in. 3.5 in. M. 0= 30° 1.75 A 0.75 in.! 1.5 in. Fig. 4.60 Fig. 4.61

A 1600-lb in. couple is applied to a wooden beam, of rectang section 1.5 by 3.5 in., in a plane forming an angle of 30° with t (Fig. 4.60). Determine (a) the maximum stress in the beam, (b) that the neutral surface forms with the horizontal plane. 1600 lb in. 30 D. E 1600 lb- in. 3.5 in. M. 0= 30° 1.75 A 0.75 in.! 1.5 in. Fig. 4.60 Fig. 4.61

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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