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] Pressure, p [psf] 39 20.51 30 19.04 20 16.86 15 15.50 15.50

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] Pressure, p [psf] 39 20.51 30 19.04 20 16.86 15 15.50 15.50

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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Question

a. Enter the load (kips) for the top floor to two decimals

b. Enter the load (kips) for the middle floor to two decimals

c. Enter 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]
Pressure, p [psf]
20.51
39
30
19.04
20
16.86
15
15.50
15.50

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