A five storey building has a moment-resisting steel frame for a lateral force-resisting system. The following data are available for the location of the building in zone 4: I=1.0 Seismic Source Type=A Soil Profile Type=Sc Distance from nearest fault=25 km 1. What is the value of design base shear in kN? Use NSCP 2015. 2. What is the value of lateral force in kN at the top? Use NSCP 2015.

Structural Analysis
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Chapter2: Loads On Structures
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EARTHQUAKE ENGINEERING PROBLEM: A five storey building has a moment-resisting steel frame for a lateral force-resisting system. The following data are available for the location of the building in zone 4: I=1.0 Seismic Source Type=A Soil Profile Type=Sc Distance from nearest fault=25 km 1. What is the value of design base shear in kN? Use NSCP 2015. 2. What is the value of lateral force in kN at the top? Use NSCP 2015.
WR = 900 kN
Roof
3.5 m
Ws = 1500 kN
5F
3.5 m
Wa = 1500 kN
4F
3.5 m
Wi = 1500 kN
3F
3.5 m
W: = 2000 kN
2F
6 m
GF
Transcribed Image Text:WR = 900 kN Roof 3.5 m Ws = 1500 kN 5F 3.5 m Wa = 1500 kN 4F 3.5 m Wi = 1500 kN 3F 3.5 m W: = 2000 kN 2F 6 m GF
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