California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 22
... storage and / or repair 100 7 Private or pleasure - type motor vehicle storage 50 7 Wards and rooms 40 1,0002 Laboratories , treatment rooms and operating rooms 50 2,0002 Reading rooms 60 1,0002 Stack rooms 125 1,5002 Light 75 2,0002 ...
... storage and / or repair 100 7 Private or pleasure - type motor vehicle storage 50 7 Wards and rooms 40 1,0002 Laboratories , treatment rooms and operating rooms 50 2,0002 Reading rooms 60 1,0002 Stack rooms 125 1,5002 Light 75 2,0002 ...
Page 31
... Storage racks ( include contents ) with upper storage level more than 5 feet ( 1524 mm ) in height 0.75 10.17 5. Anchorage for permanent floor - supported cabinets and book stacks more than 5 feet ( 1524 mm ) in height ( include ...
... Storage racks ( include contents ) with upper storage level more than 5 feet ( 1524 mm ) in height 0.75 10.17 5. Anchorage for permanent floor - supported cabinets and book stacks more than 5 feet ( 1524 mm ) in height ( include ...
Page 32
... storage racks or cabinets shall be deigned and constructed to resist the horizontal force . Fp , with the base assumed to be anchored . 17Mobile storage racks or cabinets mounted on wheels and not restrained by fixed tracks are not ...
... storage racks or cabinets shall be deigned and constructed to resist the horizontal force . Fp , with the base assumed to be anchored . 17Mobile storage racks or cabinets mounted on wheels and not restrained by fixed tracks are not ...
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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