California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 6
... OPENINGS are apertures or holes in the exterior wall bound- ary of the structure . All windows or doors or other openings in ex- terior walls shall be considered as openings unless such openings and their frames are specifically ...
... OPENINGS are apertures or holes in the exterior wall bound- ary of the structure . All windows or doors or other openings in ex- terior walls shall be considered as openings unless such openings and their frames are specifically ...
Page 115
... Openings in Slab Systems . 1913B.5.1 Openings of any size may be provided in slab systems if shown by analysis that the design strength is at least equal to the required strength considering Sections 1909B.2 and 1909B.3 , and that all ...
... Openings in Slab Systems . 1913B.5.1 Openings of any size may be provided in slab systems if shown by analysis that the design strength is at least equal to the required strength considering Sections 1909B.2 and 1909B.3 , and that all ...
Page 128
... openings , such as at stairwells , an analysis shall be made to ensure sufficient strength and proper behavior . Edges around openings may be re- inforced in a manner similar to conventionally reinforced slabs , or , in the case of ...
... openings , such as at stairwells , an analysis shall be made to ensure sufficient strength and proper behavior . Edges around openings may be re- inforced in a manner similar to conventionally reinforced slabs , or , in the case of ...
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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