California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 17
... Anchorage of concrete or masonry walls . Concrete or masonry walls shall be anchored to all floors and roofs which A provide out - of - plane lateral support for the wall . The anchorage shall provide a positive direct connection ...
... Anchorage of concrete or masonry walls . Concrete or masonry walls shall be anchored to all floors and roofs which A provide out - of - plane lateral support for the wall . The anchorage shall provide a positive direct connection ...
Page 31
... Anchorage for permanent floor - supported cabinets and book stacks more than 5 feet ( 1524 mm ) in height ( include contents ) 0.75 12.16.17 6. Anchorage for suspended ceilings and light fixtures 0.75 4,6,7,11.18 . 19 7. Access floor ...
... Anchorage for permanent floor - supported cabinets and book stacks more than 5 feet ( 1524 mm ) in height ( include contents ) 0.75 12.16.17 6. Anchorage for suspended ceilings and light fixtures 0.75 4,6,7,11.18 . 19 7. Access floor ...
Page 129
... anchorage surface that is geometrically similar to and concentric with the area of the anchorage , Ab = bearing area of the anchorage . P = prestress force in tendon . 1918B.20 Lift Slab Shear . The shear around the periphery of the ...
... anchorage surface that is geometrically similar to and concentric with the area of the anchorage , Ab = bearing area of the anchorage . P = prestress force in tendon . 1918B.20 Lift Slab Shear . The shear around the periphery of the ...
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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