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Structural analysis of three storey commerial building at general luna philippines study purposes

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STRUCTURAL ANALYSIS OF PROPOSED THREESTOREY PENSION HOUSE BUILDING P-3, General Luna, Surigao del Norte, Philippines TABLE OF CONTENTS TITLE Design Criteria -------------------------------------- Design of Purlins -------------------------------------- Design of Trusses -------------------------------------- Design of Slabs -------------------------------------- Design of Stairways -------------------------------------- Seismic Analysis -------------------------------------- Design of Beams -------------------------------------- Design of Columns -------------------------------------- Design of Footings -------------------------------------- Specifications -------------------------------------- Project Title: PROPOSED THREE-STOREY COMMERCIAL BUILDING Location: P-3, General Luna, Surigao del Norte, Philippines Design Criteria Loads to be considered: (dead and live loads) National Structural Code of the Philippines 2010 Component Load (Kpa) Ceiling including joists and furrings – metal lath and plaster 0.48 Roof: G.I. 22 US STD. gage 0.11 Electrical/ Mechanical/ Plumbing Dining Rooms and Restaurants 0.0958 4.80 ALLOWABLE DESIGN STRESSES: Concrete: Compressive stress @ 28 days curing f'c = 21 MPa and 27.6 MPa Reinforcing Steel Bars: fy = 275 MPa & 414 MPa SEISMIC LOAD (Based on the book of Nilson entitled Design of Concrete Structures) ZIC V = R ωT W (Equation 20.2 p. 709, Nilson) Where: ω T = total seismic load Z = seismic zone factor ...
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