California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 37
... application of this division . 1640B.1.2.1 Evaluation required . If the criteria in Section 1640B.1.2 apply to the project under consideration , the design professional of record shall provide an evaluation in accordance with Section ...
... application of this division . 1640B.1.2.1 Evaluation required . If the criteria in Section 1640B.1.2 apply to the project under consideration , the design professional of record shall provide an evaluation in accordance with Section ...
Page 125
... apply to members pre- stressed with wire , strands or bars conforming to provisions for prestressing tendons . 1918B.1.2 All provisions of this code not specifically excluded , and not in conflict with provisions of this section , shall ...
... apply to members pre- stressed with wire , strands or bars conforming to provisions for prestressing tendons . 1918B.1.2 All provisions of this code not specifically excluded , and not in conflict with provisions of this section , shall ...
Page 242
... apply only to visually graded sawn lumber members and to round timber bending members . 2The volume factor , Cy , shall apply only to glued - laminated timber bending members . 3The flat - use factor , Cu , shall apply only to dimension ...
... apply only to visually graded sawn lumber members and to round timber bending members . 2The volume factor , Cy , shall apply only to glued - laminated timber bending members . 3The flat - use factor , Cu , shall apply only to dimension ...
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Common terms and phrases
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