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He ► C4 L2 tributary span of 6 meters. It is ,Hz = 2m, L1 = 6m, L2 = 6m, C, = 0.6, ting normal to the roof is computed

He ► C4 L2 tributary span of 6 meters. It is ,Hz = 2m, L1 = 6m, L2 = 6m, C, = 0.6, ting normal to the roof is computed

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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11 Ha L2 Each of the portal frame shown in the figure below has a tributary span of 6 meters. It is subjected to wind whose pressure p is 1.44 kPa. H, = 4m, H2 = 2m, L1 = 6m, L2 = 6m, C = 0.6, C2 = -0.1, C3 = -0.3, and C4 = -0.4. If the wind pressure acting normal to the roof is computed by the formula: W = Cp Where: C = surface coefficient given above p = wind pressure V = wind velocity W = wind pressure normal to the roof If the support B is changed into a hinge, and at D will be an interior pin. Find the horizontal reaction at support A. O 31.452 KN 44.402 KN O 33.302 KN O 37.002 KN
Transcribed Image Text:11 Ha L2 Each of the portal frame shown in the figure below has a tributary span of 6 meters. It is subjected to wind whose pressure p is 1.44 kPa. H, = 4m, H2 = 2m, L1 = 6m, L2 = 6m, C = 0.6, C2 = -0.1, C3 = -0.3, and C4 = -0.4. If the wind pressure acting normal to the roof is computed by the formula: W = Cp Where: C = surface coefficient given above p = wind pressure V = wind velocity W = wind pressure normal to the roof If the support B is changed into a hinge, and at D will be an interior pin. Find the horizontal reaction at support A. O 31.452 KN 44.402 KN O 33.302 KN O 37.002 KN
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