PROJECT : 2-STOREY RESIDENTIAL BUILDING

LOCATION : BONIFACIO EXTENSION, AGUADA, OZAMIS CITY

STRUCTURAL ANALYSIS AND DESIGN CRITERIA

DESIGN CRITERIA:

Live Load : Floor Load : 1920 Pa (Residential Occupancy) Table 205-1, NSCP2010 : 4800 Pa (Stair Loading) Dead Load : : 4000 N/m (Wall dead weight with opening) : 6500 N/m (Wall dead weight without opening) 2943 N/m2 (Floor Dead weight plus floor finishes) Self weight : 23540 N/m3 (Concrete) Fc’ : 20.7 MPa (3.0 ksi) “Class A” Steel Modulus: 200GPa Fy : 276 MPa Main Reinforcements Grade 40 : 228 MPa Secondary Reinforcements Grade 33 Min. ReBar : 10 mm diameter Max ReBar : 16 mm diameter Seismic Zone Factor, Z: 0.40 Section 208.4.4.1 of NSCP 2010

Importance Factor, I: 1.00 Standard Occupancy. Section 208.4.2 of NSCP 2010 Pension House Building

Rw : 8.5 Structural system numerical coefficient

representative of the inherent over-strength and global ductility capacity for Concrete Moment Resisting Space Frame system.

Na : 1.0 Near source factor – near Western Mindanao Fault Nv : 1.0 Near source factor – near Western Mindanao Fault

Soil Type, S : 4.0 Soil Profile – Silt Medium Dense/ Clay Med Stiff Soil Bearing Cap: 100 kPa Maximum Soil Bearing Capacity, from table 7.7

See Soil Testing Result.

Max. EQ Mag: 7 & up Maximum Earthquake Magnitude consideration

Load Combination : As per Section 409.3 of the NSCP2010 6th Edition

1.4 Dead Load (409-1) 1.2 Dead Load + 1.6 Live Load + 0.5 Roof Live Load (409-2) 1.2 Dead Load + 1.0 Live Load + 1.6 Roof Live Load (409-3) 1.508 Dead Load + 1.4 Earthquake + Live Load (409-5) 1.208 Dead Load + 1.4 Earthquake Load (409-7) As per Section 426.409.2 of the NSCP2010 6th Edition 1.358 Dead Load + 1.275 Live Load + 1.4 Earthquake (426-2)

SIGNED BY: ENGR. JOSEPH CLOYD L. LAMBERTE, MSCE Structural / Civil Engineer Member: Philippines Institute of Civil Engineers Member: Structural Engineers Association of Davao PRC NO.: 0076882 PTR NO.: 2328937 A DATE : 01-11-13 TIN : 192-113-879