PROBLEM: A 9-Storey building is supported by a steel braced frame on a certain location having the ff. data available: Z= 0.4, I = 1.0, Soil Profile Type = SD, R = 6, Ct = 0.035, Seismic Source Type A, and d= 4.3km. 1. Solve for the design base shear. 2. Solve for the floor shears. 3. Draw and label all the forces in the building.
PROBLEM: A 9-Storey building is supported by a steel braced frame on a certain location having the ff. data available: Z= 0.4, I = 1.0, Soil Profile Type = SD, R = 6, Ct = 0.035, Seismic Source Type A, and d= 4.3km. 1. Solve for the design base shear. 2. Solve for the floor shears. 3. Draw and label all the forces in the building.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please refer to the NSCP 2015.
Transcribed Image Text:PROBLEM: A 9-Storey building is supported by a steel braced frame on a certain location
having the ff. data available: Z= 0.4, I = 1.0, Soil Profile Type = SD, R = 6, Ct =
0.035, Seismic Source Type A, and d= 4.3km.
1. Solve for the design base shear.
2. Solve for the floor shears.
3. Draw and label all the forces in the building.
440 kN
440 kN 8
440 kN
440
kN
440 kN
440 KN
440 kN
440 kN
660 KN
日日日日日
日日日日日日日日日
6 6 4 b b
BEE
mm
E
EE
E
Elevation
HELL
1
4.5m
4.5m
4.5m
4.5m
4.5m
4.5m
4.5m
4.5m
4.5m
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Step 1: Introduce the problem statement
VIEWStep 2: Determining seismic coefficients
VIEWStep 3: Compute structural time period
VIEWStep 4: Compute design base shear
VIEWStep 5: Check for base shear
VIEWStep 6: Determine floor shear force
VIEWStep 7: Plot Shear and Lateral force on each floor
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