Given: 1. Structural Component: Beam 300 mm x 400 mm Column 400 mm x 400 mm Slab thickness 110 mm 2. Dead Load: Super Imposed dead load = 4.5 KPa (including slab weight) CHB = 3.11 KPa 3. Seismic Parameter: Soil Profile - Sb Closest distance to the source - 10 km Ductility Coefficient R = 8.0 Seismic Zone Z=0.40 Ct = 0.0731 A. Compute TOTAL LATERAL FORCES in the 2nd floor? B. Compute LATERAL FORCES in the 3rd floor?
Given: 1. Structural Component: Beam 300 mm x 400 mm Column 400 mm x 400 mm Slab thickness 110 mm 2. Dead Load: Super Imposed dead load = 4.5 KPa (including slab weight) CHB = 3.11 KPa 3. Seismic Parameter: Soil Profile - Sb Closest distance to the source - 10 km Ductility Coefficient R = 8.0 Seismic Zone Z=0.40 Ct = 0.0731 A. Compute TOTAL LATERAL FORCES in the 2nd floor? B. Compute LATERAL FORCES in the 3rd floor?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Given:
1. Structural Component:
Beam 300 mm x 400 mm
Column 400 mm x 400 mm
Slab thickness 110 mm
2. Dead Load:
Super Imposed dead load = 4.5 KPa (including slab weight)
CHB = 3.11 KPa
3. Seismic Parameter:
Soil Profile - Sb
Closest distance to the source - 10 km
Ductility Coefficient R = 8.0
Seismic Zone Z=0.40
Ct = 0.0731
A. Compute TOTAL LATERAL FORCES in the 2nd floor?
B. Compute LATERAL FORCES in the 3rd floor?
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