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F% 1,300 psi F₁ = 85 psi V E = 1.6 × 106 psi Aallow (LL) L/360 WD=300#/PT. W₁ = 400#/FT. III L=16' F1

F% 1,300 psi F₁ = 85 psi V E = 1.6 × 106 psi Aallow (LL) L/360 WD=300#/PT. W₁ = 400#/FT. III L=16' F1

Structural Analysis
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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 Design a Douglas fir-Larch No. 1 beam to support the load shown.

F% 1,300 psi F₁ = 85 psi V E = 1.6 × 106 psi Aallow (LL) L/360 WD=300#/PT. W₁ = 400#/FT. III L=16' F1
Transcribed Image Text:F% 1,300 psi F₁ = 85 psi V E = 1.6 × 106 psi Aallow (LL) L/360 WD=300#/PT. W₁ = 400#/FT. III L=16' F1
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