A 5-storey concrete hospital structure is to be designed and crected at Marikina City. The structure is a concrete Moment Resisting Frame (SMRF). Use SD (Stiff Soil Profile) for the soil profile type. Use Seismic Source Type B. The closest distance of the project to the nearest fault line is 800m.
Each storey has a height of 3.2 m
Roof deck lump sum weight = 400 KN
5th Floor lump sum weight = 800 KN
4th Floor lump sum weight - 650 KN
3rd Floor lump sum weight - 600 KN
2nd Floor lump sum weight - 500 KN
Ist Floor lump sum weight = 0
For the given table below, utilize the tables, seismic map, and formula in NSCP 2015 to find the following:
1. Seismic Zone
2. Scismic Zone Factor
3. 1 (Importance Factor)
4. Seismic Coefficient Ca
5. Seismic Coeflicient Cv
6. Near Source Factor Na
7. Near Source Factor Nv
8. Coefficient for over strength and global ductility of lateral force resisting system (R)
9. H (total height of structure)
10. Ct
11. T
12. W (Total weight of structure)
13. Ft (additional load on roof deck)
14. Minimum Base Shear
15. Maximum Base Shear
16. Design Base Shear
17. Lateral Force at Roof deck level
18. Lateral Force at 5th floor level
19. Lateral Force at 4th floor level
20. Lateral Force at 3rd floor level
21. Lateral Force at 2nd floor level