Please answer the problem attached image below.Assume: Seismic Zone 4 and Soil Profile Type: SD ,I=1.0 , Na=1.5 , Nv=2.0, Ca=0.44Na, Cv=0.64Nv, Z=0.4Using NSCP 2015.Earthquake engineering subject. Structure's Information:Project: Four-storey building located at a distance of 2km from a seismic source type ASteel Special Moment Resisting Frame• Total Dead Load: 950 kN• Floor height: 5 m• Building width: 10 mFind: Lateral forces per level, Base Shear

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Project: Four-storey building located at a distance of 2km from a seismic source type A • Steel Special Moment Resisting Frame Total Dead Load: 950 kN Floor height: 5 m • Building width: 10 m ● Find: Lateral forces per level, Base Shear

Project: Four-storey building located at a distance of 2km from a seismic source type A • Steel Special Moment Resisting Frame Total Dead Load: 950 kN Floor height: 5 m • Building width: 10 m ● Find: Lateral forces per level, Base Shear

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Chapter2: Loads On Structures

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Problem 1P

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Please answer the problem attached image below.

Assume: Seismic Zone 4 and Soil Profile Type: SD ,I=1.0 , Na=1.5 , Nv=2.0, Ca=0.44Na, Cv=0.64Nv, Z=0.4

Using NSCP 2015.

Earthquake engineering subject.

Structure's Information:
Project: Four-storey building located at a distance of 2km from a seismic source type A
Steel Special Moment Resisting Frame
• Total Dead Load: 950 kN
• Floor height: 5 m
• Building width: 10 m
Find: Lateral forces per level, Base Shear

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Step 4: Compute design base shear

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