California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2
... inches ( mm2 ) . A = effective area of masonry , square inches ( mm2 ) . Ag = gross area of wall , square inches ( mm2 ) . Ajh = total area of special horizontal reinforcement through wall frame joint , square inches ( mm2 ) . Amv = net ...
... inches ( mm2 ) . A = effective area of masonry , square inches ( mm2 ) . Ag = gross area of wall , square inches ( mm2 ) . Ajh = total area of special horizontal reinforcement through wall frame joint , square inches ( mm2 ) . Amv = net ...
Page 2-2
... inches ( 51 mm ) and a maximum width of 41/2 inches ( 114 mm ) between wythes which are tied with metal ties . WALL TIE is a mechanical metal fastener which connects wythes of masonry to each other or to other materials . WEB is an ...
... inches ( 51 mm ) and a maximum width of 41/2 inches ( 114 mm ) between wythes which are tied with metal ties . WALL TIE is a mechanical metal fastener which connects wythes of masonry to each other or to other materials . WEB is an ...
Page 2-3
... inches ( mm ) . = beam depth , inches ( mm ) . he hp = cross - sectional dimension of grouted core measured center to center of confining reinforcement , inches ( mm ) . = pier depth in plane of wall frame , inches ( mm ) . h ' = Pw = r ...
... inches ( mm ) . = beam depth , inches ( mm ) . he hp = cross - sectional dimension of grouted core measured center to center of confining reinforcement , inches ( mm ) . = pier depth in plane of wall frame , inches ( mm ) . h ' = Pw = r ...
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