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1.a) 1.b.:)) [14 /3000165 / 2000 160, 7 ft Ridh 1.c ㅈ THI Rent A ہونگے ( * eff 10,000 lbs Rigt TR₂ 450 8ft goft Rid Tallinicille 4 thy ↑ cale support reactions R₁₁x = Riy= R₂² = Rz Ring= Riy R₂= H 10 lbs/ft uniform load Rinf= Rig 7 R₂=

1.a) 1.b.:)) [14 /3000165 / 2000 160, 7 ft Ridh 1.c ㅈ THI Rent A ہونگے ( * eff 10,000 lbs Rigt TR₂ 450 8ft goft Rid Tallinicille 4 thy ↑ cale support reactions R₁₁x = Riy= R₂² = Rz Ring= Riy R₂= H 10 lbs/ft uniform load Rinf= Rig 7 R₂=

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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1.a) 1444 13,000 lbs | 2010 165 7 ft pry 1.b.:.) Rut 1.c (16) & Rig↑ ☆ 10,000 lbs goff Thy ↑ R₂ 450 8 ft cale support reactions R₁₁x = Riy R₂ = zy. = Ring= Riy R₂ 2 $10 lbs/fet unifor m load Rinf= Rif - R₂=
Transcribed Image Text:1.a) 1444 13,000 lbs | 2010 165 7 ft pry 1.b.:.) Rut 1.c (16) & Rig↑ ☆ 10,000 lbs goff Thy ↑ R₂ 450 8 ft cale support reactions R₁₁x = Riy R₂ = zy. = Ring= Riy R₂ 2 $10 lbs/fet unifor m load Rinf= Rif - R₂=
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