WAB II. Į↓↓↓ LAB N B Pc LBC b₁ b3 C LCD b₂ D d₁ LDE d₂ dz PE E X
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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 = 5 ft, LBC = 3 ft, LCD = 4 ft, LDE = 2 ft, PC = 1620 lb, PE = 1850 lb, wAB = 660 lb/ft, b1 = 9 in., b2 = 2 in., b3 = 5 in., d1 = 2 in., d2 = 6 in., d3 = 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.

Transcribed Image Text:WAB
↓↓↓
LAB
N
B
Pc
LBC
b₁
b3
V
C
LCD
·b₂
D
d₁
LDE
d₂
dz
PE
E
X
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