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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F77c8c7e6-a84d-4bf7-b4ba-05ffe949fb33%2Fce1d01a8-e84c-43bc-9817-df35caf4a6b4%2F69thuz_processed.png&w=3840&q=75)
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]
Pressure, p [psf]
20.51
39
30
19.04
20
16.86
15
15.50
15.50
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