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 = 7 ft, LBc = 2 ft, LcD = 3 ft, LDE = 4 ft, Pc= 1760 lb, PE = 1620 Ib, WAB = 830 Ib/ft, b1 = 6 in., b2= 2 in., b3= 4 in., d1 = 2 in., d2= 7 in, d3= 2 in. Consider the entire 16-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. Pc PE WAB C E LAB LBC LCD LDE |dz - b2 dz b3

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
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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 = 7 ft, LBc= 2 ft, LcD = 3 ft, LDE = 4 ft, Pc= 1760 Ib, PE= 1620 lb, wAB = 830 lb/ft, b1 = 6 in., b2= 2 in., b3= 4 in., d1= 2 in., d2 = 7
in., d3= 2 in. Consider the entire 16-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.
Pc
PE
WAB
B
|C
LAB
LBC
LCD
LDE
b1
di
|dz
- b2
dz
bz
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 = 7 ft, LBc= 2 ft, LcD = 3 ft, LDE = 4 ft, Pc= 1760 Ib, PE= 1620 lb, wAB = 830 lb/ft, b1 = 6 in., b2= 2 in., b3= 4 in., d1= 2 in., d2 = 7 in., d3= 2 in. Consider the entire 16-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. Pc PE WAB B |C LAB LBC LCD LDE b1 di |dz - b2 dz bz
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