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 = 8 ft, LBC = 1 ft, LCD = 3 ft, LDE = 3 ft, PC = 2180 lb, PE = 2130 lb, wAB = 840 lb/ft, b1 = 11 in., b2 = 2 in., b3 = 6 in., d1 = 2 in., d2 = 6 in., d3 = 2 in. Consider the entire 15-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. 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 = 8 ft. Lac=1 ft, Lco = 3 ft. Log = 3 ft. Pc = 2180 lb, PE = 2130 lb, waB = 840 Ib/ft, b, = 11 in. b2 = 2 in, b3= 6 in, di = 2 in, d2 = 6in, d3= 2 in. Consider the entire 15-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 oç at any location along the beam.PcBDLDEdib3Answers:(a) or =psi.( b) σ,psi.

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Answered: Pc WAB D. B Lạc by di b3

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 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 L_AB= 8 ft, L_BC= 1 ft, L_CD= 3 ft, L_DE= 3 ft, P_C= 2180 lb, P_E= 2130 lb, w_AB= 840 lb/ft, b₁= 11 in., b₂= 2 in., b₃= 6 in., d₁= 2 in., d₂= 6 in., d₃= 2 in. Consider the entire 15-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.

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 = 8 ft. Lac=1 ft, Lco = 3 ft. Log = 3 ft. Pc = 2180 lb, PE = 2130 lb, waB = 840 Ib/ft, b, = 11 in. b2 = 2 in, b3= 6 in, di = 2 in, d2 = 6
in, d3= 2 in. Consider the entire 15-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 oç at any location along the beam.
Pc
B
D
LDE
di
b3
Answers:
(a) or =
psi.
( b) σ,
psi.

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