California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 229
... structural 1,850 1,100 No. 1 2 " to 4 " thick 1,300 750 No. 2 1,150 675 No. 3 5 " to 6 " thick 675 400 Stud 675 400 Select structural 1,750 1,000 2 " to 4 " thick No. 1 1,200 700 No. 2 1,050 625 8 " wide No. 3 625 375 Select structural ...
... structural 1,850 1,100 No. 1 2 " to 4 " thick 1,300 750 No. 2 1,150 675 No. 3 5 " to 6 " thick 675 400 Stud 675 400 Select structural 1,750 1,000 2 " to 4 " thick No. 1 1,200 700 No. 2 1,050 625 8 " wide No. 3 625 375 Select structural ...
Page 230
... structural Select structural 2,050 1,100 90 565 1,850 1,800,000 Non - dense select 1,850 950 90 480 1,750 1,700,000 structural 2 " to 4 " thick No. 1 dense 1,450 775 90 660 1,750 1,800,000 No. 1 1,300 725 90 565 1,600 1,700,000 10 ...
... structural Select structural 2,050 1,100 90 565 1,850 1,800,000 Non - dense select 1,850 950 90 480 1,750 1,700,000 structural 2 " to 4 " thick No. 1 dense 1,450 775 90 660 1,750 1,800,000 No. 1 1,300 725 90 565 1,600 1,700,000 10 ...
Page 236
... 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 80 800 875 ...
... 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 80 800 875 ...
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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