California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 3
... foot ( 0.48 Ĉ kN / m2 ) of the total area encompassed by the framework . CACAC CACACAC 1605B.6 Water Accumulation . All roofs shall be designed with sufficient slope or camber to assure adequate drainage after the long - time deflection ...
... foot ( 0.48 Ĉ kN / m2 ) of the total area encompassed by the framework . CACAC CACACAC 1605B.6 Water Accumulation . All roofs shall be designed with sufficient slope or camber to assure adequate drainage after the long - time deflection ...
Page 23
... foot unless otherwise noted ) Walkway , see Section 3303.6 Canopy , see Section 3303.7 Seats and footboards × 0.0479 ... foot ( x 14.6 for N / m ) . 3Lateral sway bracing loads of 24 pounds per foot ( 350 N / m ) parallel and 10 pounds ...
... foot unless otherwise noted ) Walkway , see Section 3303.6 Canopy , see Section 3303.7 Seats and footboards × 0.0479 ... foot ( x 14.6 for N / m ) . 3Lateral sway bracing loads of 24 pounds per foot ( 350 N / m ) parallel and 10 pounds ...
Page 24
... foot ( 0.96 kN / m2 ) in addition to other dead and live loads . For members supporting a tributary area of 200 square feet ( 18.2 m2 ) or more , this additional load may be reduced to 15 pounds per square foot ( 0.72 kN / m2 ) . 16All ...
... foot ( 0.96 kN / m2 ) in addition to other dead and live loads . For members supporting a tributary area of 200 square feet ( 18.2 m2 ) or more , this additional load may be reduced to 15 pounds per square foot ( 0.72 kN / m2 ) . 16All ...
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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