Design a Douglas fir-Larch No. 1 beam to support the load shown. F%1,300 psiF₁ = 85 psiVE = 1.6 × 106 psiAallow (LL)L/360WD=300#/PT. W₁ = 400#/FT.IIIL=16'F1

Answered: F% 1,300 psi F₁ = 85 psi V E = 1.6 ×…

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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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