California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 16
... connections to the pipe / conduit / ductwork or directional changes do not restrict the movement of the trapeze . If ... Connections . Connections which resist seismic forces shall be designed and detailed on the drawings . 1631B.2.4 ...
... connections to the pipe / conduit / ductwork or directional changes do not restrict the movement of the trapeze . If ... Connections . Connections which resist seismic forces shall be designed and detailed on the drawings . 1631B.2.4 ...
Page 45
... 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 unreinforced masonry ...
... 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 unreinforced masonry ...
Page 48
... Connections to permit movement in the plane of the panel for story drift shall be sliding connections using slotted or oversize holes , connections that permit movement by bending of steel , or other connections providing equivalent ...
... Connections to permit movement in the plane of the panel for story drift shall be sliding connections using slotted or oversize holes , connections that permit movement by bending of steel , or other connections providing equivalent ...
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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