Soil profile: Required: Determine the Base Shear as prescribed by the static procedure from the NSCP 2015. Vertical Storey Distribution of the Base Shear. (A) B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Given the seismic parameters:
Site Location: Baguio City
Occupancy: Educational Building w/a capacity of 300 or more occupants
Structural System: Reinforced Concrete Moment Frames
Distance to Seismic Source: 4.3 km
Seismic Source Type: A
Soil profile: So
Required:
Determine the Base Shear as prescribed by the static procedure from the NSCP 2015.
Vertical Storey Distribution of the Base Shear. A
B
Level 5
W = 1636 45 KN
Level 4
W= 3545.33 KN
Level 3
W= 3841.69 KN
Level 2
W = 3863.89 KN
W = 3822.93 KN
Level 1
2300
4500
4500
00SE
009E
00SE
009E
Transcribed Image Text:1. Given the seismic parameters: Site Location: Baguio City Occupancy: Educational Building w/a capacity of 300 or more occupants Structural System: Reinforced Concrete Moment Frames Distance to Seismic Source: 4.3 km Seismic Source Type: A Soil profile: So Required: Determine the Base Shear as prescribed by the static procedure from the NSCP 2015. Vertical Storey Distribution of the Base Shear. A B Level 5 W = 1636 45 KN Level 4 W= 3545.33 KN Level 3 W= 3841.69 KN Level 2 W = 3863.89 KN W = 3822.93 KN Level 1 2300 4500 4500 00SE 009E 00SE 009E
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