On 13 mm mortar bed 0.77Ceramic or quarry tile (20 mm) Mortar 1.44Cement finish (25 mm) on stone-Ĭoncrete fill 1.53Ceramic or quarry tile (20 mm) 0.015Sand, per mm 0.015Stone concrete, per mm 0.023įLOOR AND FLOOR FINISHESAsphalt block (50 mm), 13 mm 0.07Liquid, applied 0.05Single-ply, sheet 0.03Ĭinder concrete, per mm 0.0 17Lightweight concrete, per mm. Plywood (per mm thickness) 0.0060Rigid Insulation, 13 rnrn 0.04Skylight, metal frame,ġ0 mm wire glass 0.38Slate, 5 mm 0.34Slate, 6 mm 0.48Waterproofing membranes:Bituminous, gravel-covered. Thickness)Cellular glass 0.0013Fibrous glass 0.0021Fiberboard 0.0028Perlite 0.0015polystyrene foam 0.0004Urethane foam with skin. Roofing 0.19Deck, metal 20 gage 0.12Deck, metal, 18 gage 0.14Fiberboard, 13 mm 0.04Gypsum sheathing, 13 mm O.10Insulation, roof boards (per mm Gypsum plaster 0.48Wood furring suspensionĬOVERINGS, Roof and WallAsphalt shingles 0.10Cement tile 0.77Clay tile (for mortar add 0.48 kPa)īook tile, 50 mm 0.57Book tile, 75 mm 0.96Ludowici 0.48Roman 0.57Spanish 0.91Ĭomposi tion:Three-ply ready roofing 0.05Four-ply felt and gravel 0.26Five-ply felt and gravel 0.29Ĭopper or tin 0.05Corrugated asbestos-cement System 0.10Suspended metal lath and cement Thickness) 0.008Mechanical duct allowance 0.20Plaster on tile or concrete 0.24Plaster on wood lath 0.38Suspended steel channel Table 204-2 Minimum Design Dead Loads (kPa) (Use actual loads when available)ĬEILINGSAcoustical Fiber Board 0.05Gypsum Board (per mm
#NSCP 2015 PDF CODE#
National Structural Code of the Philippines s" Edition Volume 1
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Wood (see Table 6.2 for relative densities for Philippine wood)
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Terra Cotta, ArchitecturalVoids filled 18.9Voids unfilled. Stone, Quarried, PiledBasalt, granite, gneiss 15.1Limestone, marble, quartz 14.9Sandstone 12.9Shale 14.5Greenstone, hornblende 16.8 including any permitted live loadrcduct ion including anypermitted live load reduction Maximum heights/I Illad due to lateral pressure of soil and water in Il load due to fluids with well-defined pressures and ::: l"tilllated maximum earthquake force that can heĭeveloped in the structure as set forth in SectionĢ0X.5.1. ucordancc with the specified load combin.uions.į) = dead loadF = earthquake load set forth in Section 20X.5.1.1r".
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The mos( nit icul effect can occur when one or more o l11lL'L'untributing loads arc not acting. or Chapter -t and the'pL'cial ~ei"llic load combinations of Section 203.5. 20J.1 GeneralBuilding, towers and other vert ical structures and allportions thereof shall he designed to resist the loadcombinauuns specified in Section 203.3 or 203.4 and.\\ here required by Section 2()X.