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
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
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Question
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]
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%2F65050cb8-b05c-4bad-b85c-68219d1559e2%2F4763e1f2-5096-4610-8e49-2f5e34150c63%2F13byv5a_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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