California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 85
... Construction loads exceeding the combination of su- perimposed dead load plus specified live load shall not be sup- ported on any unshored portion of the structure under construction , unless analysis indicates adequate strength to sup ...
... Construction loads exceeding the combination of su- perimposed dead load plus specified live load shall not be sup- ported on any unshored portion of the structure under construction , unless analysis indicates adequate strength to sup ...
Page 171
... construction and test units during construction for each 5,000 square feet ( 465 m2 ) of wall area for compressive strength to show compliance with the compressive strength required in Table 21B - D ; and EXCEPTION : Prior to the start ...
... construction and test units during construction for each 5,000 square feet ( 465 m2 ) of wall area for compressive strength to show compliance with the compressive strength required in Table 21B - D ; and EXCEPTION : Prior to the start ...
Page 224
... Construction 2 " to 4 " thick 700 400 Standard 375 225 Utility 2 " to 4 " wide 175 100 88888888 60 265 725 1,100,000 60 265 600 1,100,000 60 265 450 1,000,000 60 265 NELMA 275 900,000 NSLB 60 265 300 900,000 WWPA 60 265 625 900,000 60 ...
... Construction 2 " to 4 " thick 700 400 Standard 375 225 Utility 2 " to 4 " wide 175 100 88888888 60 265 725 1,100,000 60 265 600 1,100,000 60 265 450 1,000,000 60 265 NELMA 275 900,000 NSLB 60 265 300 900,000 WWPA 60 265 625 900,000 60 ...
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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/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