California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 226
... Select structural 2 " to 4 " thick 950 450 65 350 1,100 1,100,000 No. 1 / No . 2 575 275 65 350 825 1,100,000 No. 3 2 " and wider 350 150 65 350 475 1,000,000 Stud 450 200 65 350 525 1,000,000 NLGA Construction 2 " to 4 " thick 675 300 ...
... Select structural 2 " to 4 " thick 950 450 65 350 1,100 1,100,000 No. 1 / No . 2 575 275 65 350 825 1,100,000 No. 3 2 " and wider 350 150 65 350 475 1,000,000 Stud 450 200 65 350 525 1,000,000 NLGA Construction 2 " to 4 " thick 675 300 ...
Page 229
... Select structural 2,050 1,200 100 565 1,800 1,600,000 No. 1 2 " to 4 " thick 1,450 875 100 No. 2 1,300 775 No. 3 2 " to 4 " wide 750 450 Stud 775 450 Construction 2 " to 4 " thick 1,000 600 100 Standard 550 325 Utility 4 " wide 275 150 ...
... Select structural 2,050 1,200 100 565 1,800 1,600,000 No. 1 2 " to 4 " thick 1,450 875 100 No. 2 1,300 775 No. 3 2 " to 4 " wide 750 450 Stud 775 450 Construction 2 " to 4 " thick 1,000 600 100 Standard 550 325 Utility 4 " wide 275 150 ...
Page 236
... Select structural 1,350 800 Beams and No. 1 1,150 550 No. 2 stringers 725 375 Select structural 1,250 850 Posts and No. 1 1,000 675 timbers No. 2 575 400 888888 80 800 825 1,000,000 80 800 700 1,000,000 NELMA 80 800 450 800,000 80 800 ...
... Select structural 1,350 800 Beams and No. 1 1,150 550 No. 2 stringers 725 375 Select structural 1,250 850 Posts and No. 1 1,000 675 timbers No. 2 575 400 888888 80 800 825 1,000,000 80 800 700 1,000,000 NELMA 80 800 450 800,000 80 800 ...
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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