10 Cs C2 ► Ca L2 Each of the portal frame shown in the figure below has a tributary span of 6 meters. It is subjected to wind whose pressurep is 1.44 kPa. H, = 4m, H2 = 2m, L, = 6m, L2 = 6m, G = 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 vertical reaction of support A of the frame. 14.046 KN 11.321 KN O 12.273 KN O 15.355 KN

10 Cs C2 ► Ca L2 Each of the portal frame shown in the figure below has a tributary span of 6 meters. It is subjected to wind whose pressurep is 1.44 kPa. H, = 4m, H2 = 2m, L, = 6m, L2 = 6m, G = 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 vertical reaction of support A of the frame. 14.046 KN 11.321 KN O 12.273 KN O 15.355 KN

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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