California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 1
... DEAD LOAD is the vertical load due to the weight of all per- manent structural and nonstructural components of a building , such as walls , floors , roofs and fixed service equipment . LIVE LOAD is the load superimposed by the use and ...
... DEAD LOAD is the vertical load due to the weight of all per- manent structural and nonstructural components of a building , such as walls , floors , roofs and fixed service equipment . LIVE LOAD is the load superimposed by the use and ...
Page 2
... load shall be included with seismic loads , but may be reduced up to 75 ... Dead plus floor live plus snow3 plus seismic . 1603B.7 Alternate Method ... load will be greater than the value shown in Table 16B - A , the actual live load ...
... load shall be included with seismic loads , but may be reduced up to 75 ... Dead plus floor live plus snow3 plus seismic . 1603B.7 Alternate Method ... load will be greater than the value shown in Table 16B - A , the actual live load ...
Page 23
California. CACACALAUA CACACA TABLE 16B - B - SPECIAL LOADS1 USE VERTICAL LOAD LATERAL LOAD Description ( pounds per ... ( dead and live loads ) 6.1 Elevator cars and dumbwaiters ( dead and live load ) 7. Mechanical and electrical equipment ...
California. CACACALAUA CACACA TABLE 16B - B - SPECIAL LOADS1 USE VERTICAL LOAD LATERAL LOAD Description ( pounds per ... ( dead and live loads ) 6.1 Elevator cars and dumbwaiters ( dead and live load ) 7. Mechanical and electrical equipment ...
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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