he maximum tension bending stress σTσT at any location along the beam, and (b) the maximum compression bending stress σCσC at any location along the beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 6 ft, LBC = 1 ft, LCD = 4 ft, LDE = 3 ft, P= 2060 lb, P= 2090 lb, wAB = 850 lb/ft, b= 11 in., b= 2 in., b= 6 in., d= 2 in., d= 8 in., d= 2 in. Consider the entire 14-ft length of the beam and determine:
(a) the maximum tension bending stress σTσT at any location along the beam, and
(b) the maximum compression bending stress σCσC at any location along the beam.

Answers:
(a) OT =
(b) oc=
WAB
LAB
Pc
B
C
LBC LCD
b₁
I
b₂
b3
psi.
psi.
D
LDE
d₂
dz
PE
E
X
Transcribed Image Text:Answers: (a) OT = (b) oc= WAB LAB Pc B C LBC LCD b₁ I b₂ b3 psi. psi. D LDE d₂ dz PE E X
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