To simplify the load determination, we will assume the Casper Hospital is a 210 ftx162 ft rectangle. The building, as seen in the Typical Braced Frames Showing Story Height document, is 122' 6" tall. Treat internal pressure (qi) as 0. What is the total (windward + leeward) design wind force acting on the hospital in the short direction (i.e the unit vector that is used to describe the short side of the rectangle) when the long side is the windward face? Use the ASCE 7-16 document to determine V, Ke, Kz, Kat, Kd, G, Cp and I when doing your calculations. Table 27.2-1 in ASCE 7-16 will help guide you through the process. You may use a spread sheet to aid in your calculations as you will have many K, factors for different heights of the building. Short direction PLAN VIEW LEEWARD 162' WINDWARD ELEVATION VIEW LEEWARD 122' 6"

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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To simplify the load determination, we will assume the Casper Hospital is a 210 ftx162 ft rectangle.
The building, as seen in the Typical Braced Frames Showing Story Height document, is 122' 6" tall.
Treat internal pressure (qi) as 0. What is the total (windward + leeward) design wind force acting
on the hospital in the short direction (i.e the unit vector that is used to describe the short side of the
rectangle) when the long side is the windward face? Use the ASCE 7-16 documenta to determine
V, Ke, K2, Kzt, Ka, G, C, and I when doing your calculations. Table 27.2-1 in ASCE 7-16 will
help guide you through the process. You may use a spread sheet to aid in your calculations as you
will have many K, factors for different heights of the building.
PLAN VIEW
ELEVATION VIEW
LEEWARD
WINDWARD
LEEWARD
Short direction
162'
122' 6"
Long direction
WINDWARD
210
162'
Transcribed Image Text:To simplify the load determination, we will assume the Casper Hospital is a 210 ftx162 ft rectangle. The building, as seen in the Typical Braced Frames Showing Story Height document, is 122' 6" tall. Treat internal pressure (qi) as 0. What is the total (windward + leeward) design wind force acting on the hospital in the short direction (i.e the unit vector that is used to describe the short side of the rectangle) when the long side is the windward face? Use the ASCE 7-16 documenta to determine V, Ke, K2, Kzt, Ka, G, C, and I when doing your calculations. Table 27.2-1 in ASCE 7-16 will help guide you through the process. You may use a spread sheet to aid in your calculations as you will have many K, factors for different heights of the building. PLAN VIEW ELEVATION VIEW LEEWARD WINDWARD LEEWARD Short direction 162' 122' 6" Long direction WINDWARD 210 162'
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