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Consider a 3-story frame with 13' story heights. The frame captures a 20' tributary depth for wind loads. The windward pressures are given in the table. Calculate the resultant force at each floor level.

Consider a 3-story frame with 13' story heights. The frame captures a 20' tributary depth for wind loads. The windward pressures are given in the table. Calculate the resultant force at each floor level.

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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find the load (kips) for the top floor to two decimals

find the load (kips) for the middle floor to two decimals

find the load (kips) for the bottom floor to two decimals

 

Problem Definition Consider a 3-story frame with 13' story heights. The frame captures a 20' tributary depth for wind loads. The windward pressures are given in the table. Calculate the resultant force at each floor level. Height [ft] 39 30 20 15 0 Pressure, p [psf] 20.51 19.04 16.86 15.50 15.50
Transcribed Image Text:Problem Definition Consider a 3-story frame with 13' story heights. The frame captures a 20' tributary depth for wind loads. The windward pressures are given in the table. Calculate the resultant force at each floor level. Height [ft] 39 30 20 15 0 Pressure, p [psf] 20.51 19.04 16.86 15.50 15.50
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