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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
Transcribed Image Text:Shear Wall
L-5m
Shear Wall
L-5 m
25m
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