California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-122
... ment , pounds per square inch ( MPa ) . = yield strength of longitudinal torsional reinforcement . fyl fyv = yield strength of closed transverse torsional reinforce- ment . h = overall thickness of member , inches ( mm ) . $ 2 = spacing ...
... ment , pounds per square inch ( MPa ) . = yield strength of longitudinal torsional reinforcement . fyl fyv = yield strength of closed transverse torsional reinforce- ment . h = overall thickness of member , inches ( mm ) . $ 2 = spacing ...
Page 2-174
... ment . 4. Combinations of stirrups and bent longitudinal reinforce- ment . 5. Spirals . 1926.7.5.2 Design yield strength of shear reinforcement shall not exceed 60,000 psi ( 413.7 MPa ) . 1926.7.5.3 Stirrups and other bars or wires used ...
... ment . 4. Combinations of stirrups and bent longitudinal reinforce- ment . 5. Spirals . 1926.7.5.2 Design yield strength of shear reinforcement shall not exceed 60,000 psi ( 413.7 MPa ) . 1926.7.5.3 Stirrups and other bars or wires used ...
Page 2-184
... ment . 4. Combinations of stirrups and bent longitudinal reinforce- ment . 5. Spirals . 1926A.7.5.2 Design yield strength of shear reinforcement shall not exceed 60,000 psi ( 413.7 MPa ) . 1926A.7.5.3 Stirrups and other bars or wires ...
... ment . 4. Combinations of stirrups and bent longitudinal reinforce- ment . 5. Spirals . 1926A.7.5.2 Design yield strength of shear reinforcement shall not exceed 60,000 psi ( 413.7 MPa ) . 1926A.7.5.3 Stirrups and other bars or wires ...
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