California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
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Page 2-7
... OPENINGS are apertures or holes in the exterior wall bound- ary of the structure . All windows or doors or other openings shall be considered as openings unless such openings and their frames are specifically detailed and designed to ...
... OPENINGS are apertures or holes in the exterior wall bound- ary of the structure . All windows or doors or other openings shall be considered as openings unless such openings and their frames are specifically detailed and designed to ...
Page 2-38
... openings in ex- terior walls shall be considered as openings unless such openings and their frames are specifically detailed and designed to resist the loads on elements and components in accordance with the provi- sions of this section ...
... openings in ex- terior walls shall be considered as openings unless such openings and their frames are specifically detailed and designed to resist the loads on elements and components in accordance with the provi- sions of this section ...
Page 2-138
... Openings of any size shall be permitted in the area common to intersecting middle strips , provided total amount of ... openings . An amount of reinforcement equiva- lent to that interrupted by an opening shall be added on the sides of ...
... Openings of any size shall be permitted in the area common to intersecting middle strips , provided total amount of ... openings . An amount of reinforcement equiva- lent to that interrupted by an opening shall be added on the sides of ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength