A simply supported beam with spans of LAB = 11 ft and LBC = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-sectional dimensions of the wide-flange shape are bf = 8.0 in., tf = 0.54 in., d = 27.7 in., and tw = 0.43 in. Determine the magnitude of:(a) the maximum horizontal shear stress in the beam.(b) the maximum bending stress in the beam. A simply supported beam with spans of LAB = 11 ft and Lgc = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-sectionaldimensions of the wide-flange shape are b = 8.0 in., t= 0.54 in., d = 27.7 in., and tw = 0.43 in. Determine the magnitude of:(a) the maximum horizontal shear stress in the beam.(b) the maximum bending stress in the beam.bfWABdLBCAnswer:(a) Tmax=(b) omax =LABksiksiсtw

Given:- LAB=11 ftLBC=33 ftw=7.5 kips/ftP=33 kipsCross secion propertiesbf=8.0 intf=0.54 ind=27.7…

Answered: A simply supported beam with spans of…

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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A simply supported beam with spans of L_AB = 11 ft and L_BC = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-sectional dimensions of the wide-flange shape are b_f = 8.0 in., t_f = 0.54 in., d = 27.7 in., and t_w = 0.43 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.

A simply supported beam with spans of LAB = 11 ft and Lgc = 33 ft supports loads of w = 7.5 kips/ft and P = 33 kips. The cross-sectional
dimensions of the wide-flange shape are b = 8.0 in., t= 0.54 in., d = 27.7 in., and tw = 0.43 in. Determine the magnitude of:
(a) the maximum horizontal shear stress in the beam.
(b) the maximum bending stress in the beam.
bf
W
A
B
d
LBC
Answer:
(a) Tmax=
(b) omax =
LAB
ksi
ksi
с
tw

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