California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 91
... clear distance to the next web . 1908B.10.3 For beams with a slab on one side only , the effective overhanging flange width shall not exceed : 1. One twelfth the span length of the beam , 2. Six times the slab thickness , or 3. One half ...
... clear distance to the next web . 1908B.10.3 For beams with a slab on one side only , the effective overhanging flange width shall not exceed : 1. One twelfth the span length of the beam , 2. Six times the slab thickness , or 3. One half ...
Page 188
... clear areas in Table 21B - G ; ( 2 ) The width of any mortar projections within the space ; and ( 3 ) The horizontal projections of the diameters of the horizontal reinforcing bars within a cross section of the grout space or cell ...
... clear areas in Table 21B - G ; ( 2 ) The width of any mortar projections within the space ; and ( 3 ) The horizontal projections of the diameters of the horizontal reinforcing bars within a cross section of the grout space or cell ...
Page 200
... clear lengths of 1.6 M , / V , or less . 2. 0.015 radians for link segments ... width not less than b - 2t , and a thickness not less than 0.75 t or less ... width shall not be less than ( bf / 2 ) —tw . 2211B.10.11 Stiffener welds ...
... clear lengths of 1.6 M , / V , or less . 2. 0.015 radians for link segments ... width not less than b - 2t , and a thickness not less than 0.75 t or less ... width shall not be less than ( bf / 2 ) —tw . 2211B.10.11 Stiffener welds ...
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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/mm² 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