California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 232
... WWPA 1200f - 1.2E 1,200 600 1,400 1,200,000 NLGA , SPIB , WCLIB , WWPA 1350f - 1.3E 1,350 750 1,600 1,300,000 SPIB , WCLIB , WWPA 1450f - 1.3E 1,450 800 1,625 1,300,000 NLGA , WCLIB , WWPA 1500f - 1.3E 1,500 900 1,650 1,300,000 SPIB ...
... WWPA 1200f - 1.2E 1,200 600 1,400 1,200,000 NLGA , SPIB , WCLIB , WWPA 1350f - 1.3E 1,350 750 1,600 1,300,000 SPIB , WCLIB , WWPA 1450f - 1.3E 1,450 800 1,625 1,300,000 NLGA , WCLIB , WWPA 1500f - 1.3E 1,500 900 1,650 1,300,000 SPIB ...
Page 240
... WWPA Commercial 4 " to 12 " wide 1,650 1,700,000 DOUGLAS FIR - LARCH ( North ) Select 2 " to 4 " thick 1,750 2,000 625 1,800,000 NLGA Commercial 6 " and wider 1,450 1,650 625 1,700,000 DOUGLAS FIR - SOUTH Select 2 " to 4 " thick 1,900 ...
... WWPA Commercial 4 " to 12 " wide 1,650 1,700,000 DOUGLAS FIR - LARCH ( North ) Select 2 " to 4 " thick 1,750 2,000 625 1,800,000 NLGA Commercial 6 " and wider 1,450 1,650 625 1,700,000 DOUGLAS FIR - SOUTH Select 2 " to 4 " thick 1,900 ...
Page 241
... WWPA WESTERN CEDARS Select dex 2 " to 4 " thick 1,250 1,450 425 1,100,000 WCLIB Commercial dex 6 " to 8 " wide 1,050 1,200 425 1,000,000 Select 2 " to 4 " thick 1,450 1,100,000 WWPA Commercial 4 " to 12 " wide 1,200 1,000,000 WESTERN ...
... WWPA WESTERN CEDARS Select dex 2 " to 4 " thick 1,250 1,450 425 1,100,000 WCLIB Commercial dex 6 " to 8 " wide 1,050 1,200 425 1,000,000 Select 2 " to 4 " thick 1,450 1,100,000 WWPA Commercial 4 " to 12 " wide 1,200 1,000,000 WESTERN ...
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Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength