California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 12
... least one third of the required positive moment reinforce- ment in simple beams or at the freely supported end of continuous beams shall extend along the same face of the beam into the sup- port at least 6 inches ( 153 mm ) . At least ...
... least one third of the required positive moment reinforce- ment in simple beams or at the freely supported end of continuous beams shall extend along the same face of the beam into the sup- port at least 6 inches ( 153 mm ) . At least ...
Page 2-13
... least one of the following conditions is satisfied : 1. The shear is not over one half that permitted , including allowance for shear reinforcement where provided . 2. Additional shear reinforcement in excess of that required is ...
... least one of the following conditions is satisfied : 1. The shear is not over one half that permitted , including allowance for shear reinforcement where provided . 2. Additional shear reinforcement in excess of that required is ...
Page 2-25
... least 3 inches ( 76 mm ) , or headers from opposite sides shall be covered with another header course overlapping the header below at least 3 inches ( 76 mm ) . Where two or more hollow units are used to make up the thick- ness of the ...
... least 3 inches ( 76 mm ) , or headers from opposite sides shall be covered with another header course overlapping the header below at least 3 inches ( 76 mm ) . Where two or more hollow units are used to make up the thick- ness of the ...
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