Earthquake.docx
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NSCP 2010 SEISMIC ANALYSIS (STATIC FORCE PROCEDURE)
STRUCTURAL MEMBERS SECTIONS COLUMNS – 400mm x 400mm FOR 2F AND 3F BEAMS – 300mm x 250mm GIRDERS – 300mm x 400mm FOR ROOF DECK BEAMS – 250mm x 150mm GIRDERS – 300mm x 250mm CEILING LOADS PLASTER FLOOR LOADS TILES CONCRETE FINISH WALL LOADS EXTERIOR WALLS (150mm CHB plastered both sides) PARTITIONS (100mm CHB plastered both sides)
kPa 0.24 0.91 1.15 3.66 2.6
kN/m^3 24 23.5 23.5 23.5 23.5
STRUCTURAL MEMBERS SECTIONS COLUMNS – 400mm x 400mm FOR 2F AND 3F BEAMS – 300mm x 250mm GIRDERS – 300mm x 400mm FOR ROOF DECK BEAMS – 250mm x 150mm GIRDERS – 300mm x 250mm CEILING LOADS PLASTER FLOOR LOADS TILES CONCRETE FINISH WALL LOADS EXTERIOR WALLS (150mm CHB plastered both sides) PARTITIONS (100mm CHB plastered both sides)
kPa 0.24 0.91 1.15 3.66 2.6
kN/m^3 24 23.5 23.5 23.5 23.5
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