The enclosed building shown in the figure below is used for storage purposes and is located at Calapan on an open terrain, 5km away from the nearest fault line that can produce an 8.0 magnitude earthquake. When the wind is directed as shown and the weight of the structure is 1000KN. Determine the base shear that will govern the design. Use (-) GCpi and soil profile type SD for the design. 7.5 m 10 22.5 m 45 m 22.5 m
The enclosed building shown in the figure below is used for storage purposes and is located at Calapan on an open terrain, 5km away from the nearest fault line that can produce an 8.0 magnitude earthquake. When the wind is directed as shown and the weight of the structure is 1000KN. Determine the base shear that will govern the design. Use (-) GCpi and soil profile type SD for the design. 7.5 m 10 22.5 m 45 m 22.5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:1. The enclosed building shown in the figure below is used for storage purposes and is located at Calapan
on an open terrain, 5km away from the nearest fault line that can produce an 8.0 magnitude earthquake.
When the wind is directed as shown and the weight of the structure is 1000KN. Determine the base shear
that will govern the design. Use (-) GCpi and soil profile type SD for the design.
7,5 m
10
22.5 m
45 m.
22.5 m
wind
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