P8.13 (WP) Two uniformly distributed loads w = 3,600 lb/ft act on the simply supported beam shown in Figure P8.13a. The beam spans are a = 8 ft and L = 16 ft. The beam cross section shownin Figure P8.13b has dimensions of b₁ = 16 in., d₁ = 6 in., b₂ = 10 in., and d₂ = 10 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam.AaBLd₁FIGURE P8.13ab₁cob.FIGURE P8.13bDX

A two sided overhanged simply supported beam is loaded as follows

P8.13 WP Two uniformly distributed loads w = 3,600 lb/ft act on the simply supported beam shown in Figure P8.134. The beam spans are a = 8 ft and L = 16 ft. The beam cross section shown in Figure P8.136 has dimensions of b₁ = 16 in., d₁ = 6 in., b₂ = 10 in., and d₂ = 10 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. B FIGURE P8.13a d₂ FIGURE P8.13b +x D

P8.13 WP Two uniformly distributed loads w = 3,600 lb/ft act on the simply supported beam shown in Figure P8.134. The beam spans are a = 8 ft and L = 16 ft. The beam cross section shown in Figure P8.136 has dimensions of b₁ = 16 in., d₁ = 6 in., b₂ = 10 in., and d₂ = 10 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. B FIGURE P8.13a d₂ FIGURE P8.13b +x D

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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