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= 2 ft, LCD= 4 ft, LDE = 2 ft, Pc = 2060 lb, PE = 1950 lb, WAB = 860 lb/ft, b₁ = 12 in., b₂ = 2 in., b3 = 7 in., d₁ = 2 in., d₂ = 10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. PE ↓ WAB A LAB Answers: (a) OT = (b) oc Z B Pc LBC b3 C LCD psi. psi. D d₁ dz LDE E X
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= 2 ft, LCD= 4 ft, LDE = 2 ft, Pc = 2060 lb, PE = 1950 lb, WAB = 860 lb/ft, b₁ = 12 in., b₂ = 2 in., b3 = 7 in., d₁ = 2 in., d₂ = 10 in., d3 = 2 in. Consider the entire 13-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam. PE ↓ WAB A LAB Answers: (a) OT = (b) oc Z B Pc LBC b3 C LCD psi. psi. D d₁ dz LDE 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 = 2 ft, LCD = 4 ft, LDE = 2 ft, Pc= 2060 lb, PE = 1950 lb, WAB = 860
lb/ft, b1= 12 in., b2= 2 in., b3= 7 in., d1 = 2 in., d2 = 10 in., d3 = 2 in. Consider the entire 13-ft length of the beam
and determine:
(a) the maximum tension bending stress or at any location along the beam, and
(b) the maximum compression bending stress c at any location along the beam.

Transcribed Image Text: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= 2 ft, LCD= 4 ft, LDE = 2 ft, Pc = 2060 lb, PE = 1950 lb, WAB = 860
lb/ft, b₁ = 12 in., b₂ = 2 in., b3 = 7 in., d₁ = 2 in., d₂ = 10 in., d3 = 2 in. Consider the entire 13-ft length of the beam
and determine:
(a) the maximum tension bending stress or at any location along the beam, and
(b) the maximum compression bending stress oc at any location along the beam.
PE
↓
WAB
Xx
A
LAB
Answers:
(a) OT
=
(b) oc
=
Z
Pc
B
C
LBC LCD
b3
psi.
psi.
D
d₁
dz
LDE
E
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