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direction lead on the roof - 50%-2 (23) 3³/2/1/1000 =18.29 KN alculate Reaction support 1 22 Wisse 2 2 2 2 2 2

direction lead on the roof - 50%-2 (23) 3³/2/1/1000 =18.29 KN alculate Reaction support 1 22 Wisse 2 2 2 2 2 2

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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please help me to design a simple tensile structure for the exhibition space roof

direction lead on the root = 5082 (23) 3³/₂2/1/1000 =18-29 KN calculate Reaction support 1 A 2 2 2 2 2 2 2 2 2 T. Th-Ra-R-R-R-14 v Pa-Px P=W₁ Aload p=w. [5x2] Px Assume 2 - Px₁ - Px₂ -₂- P₂ 3 4 - sume <= O h₁ = 4 tam 30 1 T = Ra- Px = h h = tan & h = tan 30 x + ₂2
Transcribed Image Text:direction lead on the root = 5082 (23) 3³/₂2/1/1000 =18-29 KN calculate Reaction support 1 A 2 2 2 2 2 2 2 2 2 T. Th-Ra-R-R-R-14 v Pa-Px P=W₁ Aload p=w. [5x2] Px Assume 2 - Px₁ - Px₂ -₂- P₂ 3 4 - sume <= O h₁ = 4 tam 30 1 T = Ra- Px = h h = tan & h = tan 30 x + ₂2
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