As a part of preliminary design study, the effects of wind loads on a 275 m high building are investigated. The distribution of wind pressure is parabolic as shown. The projected length of the building perpendicular to the paper is 60 m. The wind pressure at the top is 0.60 kPa 0.60 KPa H p=k√x Compute the shear force at the base of the building in KN. a. 6400 c. 6600 b. 6800 d. 6200 Compute the moment at the base of the building in KN-m a. 1,089,000 c. 1,099,000 b. 1,079,000 d. 1,069,000 Compute the shear force at the mid-height of the building in KN. a. 4176 c. 4186 b. 4266 d. 4276

As a part of preliminary design study, the effects of wind loads on a 275 m high building are investigated. The distribution of wind pressure is parabolic as shown. The projected length of the building perpendicular to the paper is 60 m. The wind pressure at the top is 0.60 kPa 0.60 KPa H p=k√x Compute the shear force at the base of the building in KN. a. 6400 c. 6600 b. 6800 d. 6200 Compute the moment at the base of the building in KN-m a. 1,089,000 c. 1,099,000 b. 1,079,000 d. 1,069,000 Compute the shear force at the mid-height of the building in KN. a. 4176 c. 4186 b. 4266 d. 4276

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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