California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 60
... vertical load - carrying element , then Item 2 of the sequence of cyclic tests specified above shall be per- formed for two additional vertical load cases : ( 1 ) 1.2DL + 0.5LL + \ E ] ( 2 ) 0.8DL - \ E \ where DL and LL are defined in ...
... vertical load - carrying element , then Item 2 of the sequence of cyclic tests specified above shall be per- formed for two additional vertical load cases : ( 1 ) 1.2DL + 0.5LL + \ E ] ( 2 ) 0.8DL - \ E \ where DL and LL are defined in ...
Page 119
... Vertical and horizontal reinforcement shall not be spaced farther apart than three times the wall thickness , or 18 in- ches ( 457 mm ) . 1914B.3.6 Vertical reinforcement need not be enclosed by lateral ties if vertical reinforcement ...
... Vertical and horizontal reinforcement shall not be spaced farther apart than three times the wall thickness , or 18 in- ches ( 457 mm ) . 1914B.3.6 Vertical reinforcement need not be enclosed by lateral ties if vertical reinforcement ...
Page 174
... vertical loads in walls . The length of wall laid up in running bond which may be considered capable of working at the maximum allowable com- pressive stress to resist vertical concentrated loads shall not exceed the center - to ...
... vertical loads in walls . The length of wall laid up in running bond which may be considered capable of working at the maximum allowable com- pressive stress to resist vertical concentrated loads shall not exceed the center - to ...
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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