California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 2
... Parking garages for the storage of private or pleasure - type motor vehicles with no repair or refueling shall have a floor sys- tem designed for a concentrated load of not less than 2,000 pounds ( 8.9 kN ) acting on an area of 20 ...
... Parking garages for the storage of private or pleasure - type motor vehicles with no repair or refueling shall have a floor sys- tem designed for a concentrated load of not less than 2,000 pounds ( 8.9 kN ) acting on an area of 20 ...
Page 23
... parking surface . The force may be distributed over a 1 - foot - square ( 304.8 - milimeter - square ) area . 11The mounting of handrails shall be such that the completed handrail and supporting structure are capable of withstanding a ...
... parking surface . The force may be distributed over a 1 - foot - square ( 304.8 - milimeter - square ) area . 11The mounting of handrails shall be such that the completed handrail and supporting structure are capable of withstanding a ...
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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