Beam 300 mm x 500 mm
Column 500 mm x 700 mm
Slab thickness 130 mm
Dead Load:
Super Imposed dead load = 4.5 KPa (including slab weight)
CHB = 3.11 KPa
Seismic Parameter:
Importance Factor – 1.5
Soil Profile - Sc
Closest distance to the source - 1.5 km
Ductility Coefficient R = 8.0
Seismic Zone Z = 0.40
Ct = 0.0731
- Given Structural Component Beam 300 Mm X 500 Mm Column 500 Mm X 700 Mm Slab Thickness 130 Mm Dead Load Super Imposed 1 (156.25 KiB) Viewed 15 times
2. What is the value of F along with frame 1?
3. What is the value of lateral forces at the deck alongwith frame 1?
4. what is the value of F along with frame B?
5. What is the total stiffness along frame A?
6. What is the total stiffness along frame 1?
7. What is the total weight of the building?
8. What is the value of lateral forces at the deck alongwith frame 2?
9. What is the total weight on the 2nd floor?
10. What is the value of F along with frame A?
11. What is the total weight on the deck?
12. What is the value of F along with frame 2?
13. What is the lateral forces at the 2nd along with frameA?
14. What is the total stiffness along frame B?
S M 290128125 1197977380774326_8141098490260382921_n.png SW STUDIO STUDIO Corridor ich of the following nearly gives the total design base shear on the deck? 1 ■ 1m height parappet on the perimeter side of the building 2.7m 2.7m 2.7m 214% 한 4) D 4:22 AM 7/3/2022