California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 86
Page 2-38
... lateral shear force - resisting capacity by more than 5 percent or increase the story shear by more than 5 percent ... support of other work and is initiated by the applicant primarily for the purpose of increasing the vertical or lateral ...
... lateral shear force - resisting capacity by more than 5 percent or increase the story shear by more than 5 percent ... support of other work and is initiated by the applicant primarily for the purpose of increasing the vertical or lateral ...
Page
... lateral support shall be anchored or bonded at locations where they meet or intersect by one of the following methods : 1. Fifty percent of the units at the intersection shall be laid in an overlapping pattern , with alternating units ...
... lateral support shall be anchored or bonded at locations where they meet or intersect by one of the following methods : 1. Fifty percent of the units at the intersection shall be laid in an overlapping pattern , with alternating units ...
Page 2-14
... supported at the levels of both top and bottom beam flanges . b . Each column flange lateral support shall be de- signed for a required strength equal to 2.0 per- cent of the nominal beam flange strength ( Fybit ) . c . Column flanges ...
... supported at the levels of both top and bottom beam flanges . b . Each column flange lateral support shall be de- signed for a required strength equal to 2.0 per- cent of the nominal beam flange strength ( Fybit ) . c . Column flanges ...
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