California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 91
... Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One ...
... Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One ...
Page 115
... width between lines that are one and one - half slab or drop panel thickness ( 1.5h ) outside opposite faces of the column or cap- ital , where Mu is the moment to be transferred and Yf = 1 1 + 2/3 √ b1 / b2 ( 13B - 1 ) 1913B.3.3.3 ...
... width between lines that are one and one - half slab or drop panel thickness ( 1.5h ) outside opposite faces of the column or cap- ital , where Mu is the moment to be transferred and Yf = 1 1 + 2/3 √ b1 / b2 ( 13B - 1 ) 1913B.3.3.3 ...
Page 120
... width is less than 211⁄2 times its thickness shall be designed and constructed as required for columns if such wall section is a structural mem- ber . Every pier or wall section which width is between 211⁄21⁄2 and 6 times its thickness ...
... width is less than 211⁄2 times its thickness shall be designed and constructed as required for columns if such wall section is a structural mem- ber . Every pier or wall section which width is between 211⁄21⁄2 and 6 times its thickness ...
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1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm˛ nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength