A Reinforce concrete shear wall systems which lies in Seismic Zone 4 is shown in the figure below with the following properties: W=8,500 kN Occupancy Category 2 Hazardous Facilities Distance to Seismic Source=8.7 km Seismic Source Type B Soil Profile Type=SD Length of Each Shear Wall=5m Thickness of Shear Wall=0.3 m Quantity of Shear Wall=2 pcs 1. Determine the Total Design Base Shear V. Based on NSCP 2015. 2. Determine the Maximum Design Base Shear permitted by the code. Based on NSCP 2015. 3. Determine the Minimum Design Base Shear permitted by the code. Based on NSCP 2015.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A Reinforce concrete shear wall systems which lies in Seismic Zone 4 is shown in the figure below with the following properties: W=8,500 kN Occupancy Category 2 Hazardous Facilities Distance to Seismic Source=8.7 km Seismic Source Type B Soil Profile Type=SD Length of Each Shear Wall=5m Thickness of Shear Wall=0.3 m Quantity of Shear Wall=2 pcs 1. Determine the Total Design Base Shear V. Based on NSCP 2015. 2. Determine the Maximum Design Base Shear permitted by the code. Based on NSCP 2015. 3. Determine the Minimum Design Base Shear permitted by the code. Based on NSCP 2015.
Shear Wall
L-5m
Shear Wall
L-5 m
25m
Transcribed Image Text:Shear Wall L-5m Shear Wall L-5 m 25m
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