California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 28
... Select Structural 1,945 2,235 2,430 1,700,000 No. 1 / No . 2 1,495 1,720 1,870 1,600,000 2 × 6 No. 3 860 990 1,075 1,400,000 NLGA Stud 890 1,025 1,115 1,400,000 Select Structural 1,795 2,065 2,245 1,700,000 No. 1 / No . 2 2 × 8 1,380 ...
... Select Structural 1,945 2,235 2,430 1,700,000 No. 1 / No . 2 1,495 1,720 1,870 1,600,000 2 × 6 No. 3 860 990 1,075 1,400,000 NLGA Stud 890 1,025 1,115 1,400,000 Select Structural 1,795 2,065 2,245 1,700,000 No. 1 / No . 2 2 × 8 1,380 ...
Page 34
... Select Structural SPECIES AND GRADE SOUTHERN PINE- ( continued ) Dense Select Structural Select Structural No. 1 Dense SIZE ( inches ) Normal Duration x 25.4 for mm Snow Loading 7 - day Loading × 0.00689 for N / mm2 MODULUS OF ...
... Select Structural SPECIES AND GRADE SOUTHERN PINE- ( continued ) Dense Select Structural Select Structural No. 1 Dense SIZE ( inches ) Normal Duration x 25.4 for mm Snow Loading 7 - day Loading × 0.00689 for N / mm2 MODULUS OF ...
Page 35
... Select Structural 1,870 2,150 2,335 1,500,000 No. 1 / No . 2 1,310 1,505 1,635 1,400,000 2 × 6 No. 3 750 860 935 1,200,000 Stud NLGA 775 895 970 1,200,000 Select Structural 1,725 1,985 2,155 1,500,000 No. 1 / No . 2 2 × 8 1,210 1,390 ...
... Select Structural 1,870 2,150 2,335 1,500,000 No. 1 / No . 2 1,310 1,505 1,635 1,400,000 2 × 6 No. 3 750 860 935 1,200,000 Stud NLGA 775 895 970 1,200,000 Select Structural 1,725 1,985 2,155 1,500,000 No. 1 / No . 2 2 × 8 1,210 1,390 ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength