California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 17
... diaphragms are given in Section 1631B.2.9 . Diaphragm deformation shall be considered in the design of the supported walls . CAC 1631B.2.8.1 Out - of - plane wall anchorage to flexible diaph- ragms . This section shall apply in Seismic ...
... diaphragms are given in Section 1631B.2.9 . Diaphragm deformation shall be considered in the design of the supported walls . CAC 1631B.2.8.1 Out - of - plane wall anchorage to flexible diaph- ragms . This section shall apply in Seismic ...
Page 45
... diaphragm connections : 1. Wall joints and separations for pounding or hard - spot effects . 2. Wall - reinforcing ties at wall intersections and corners . 3. Wall - to - diaphragm connections . 1645B.4.4 Where an element is ...
... diaphragm connections : 1. Wall joints and separations for pounding or hard - spot effects . 2. Wall - reinforcing ties at wall intersections and corners . 3. Wall - to - diaphragm connections . 1645B.4.4 Where an element is ...
Page 203
... DIAPHRAGM is a diaphragm in which all sheathing edges not occurring on framing members are supported on and connected to blocking . BRACED WALL LINE is a series of braced wall panels in a single story which meets the requirements of ...
... DIAPHRAGM is a diaphragm in which all sheathing edges not occurring on framing members are supported on and connected to blocking . BRACED WALL LINE is a series of braced wall panels in a single story which meets the requirements of ...
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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