Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-296
... DOUGLAS FIR - LARCH G = 0.42 SPRUCE - PINE - FIR 1 Zs lbs . Zm lbs . 1 Z It lbs . 1 Zs lbs . 1 Zm lbs . Zlbs . Zs lbs . 1 Zm lbs . X 4.45 for N 11/2 11/2 1/2 530 330 330 480 300 300 410 240 240 660 400 400 600 360 360 510 290 290 314 ...
... DOUGLAS FIR - LARCH G = 0.42 SPRUCE - PINE - FIR 1 Zs lbs . Zm lbs . 1 Z It lbs . 1 Zs lbs . 1 Zm lbs . Zlbs . Zs lbs . 1 Zm lbs . X 4.45 for N 11/2 11/2 1/2 530 330 330 480 300 300 410 240 240 660 400 400 600 360 360 510 290 290 314 ...
Page 2-298
... DOUGLAS - FIR LARCH Z lbs G = 0.42 SPRUCE - PINE - FIR Z lbs . X 4.45 for N PENNY - WEIGHT 0.113 6d 67 59 47 21/2 0.131 8d 85 76 61 3 0.148 10d 101 90 73 31/4 0.148 12d 101 90 73 31/2 0.162 16d 117 105 87 4 0.192 20d 137 124 103 41/2 ...
... DOUGLAS - FIR LARCH Z lbs G = 0.42 SPRUCE - PINE - FIR Z lbs . X 4.45 for N PENNY - WEIGHT 0.113 6d 67 59 47 21/2 0.131 8d 85 76 61 3 0.148 10d 101 90 73 31/4 0.148 12d 101 90 73 31/2 0.162 16d 117 105 87 4 0.192 20d 137 124 103 41/2 ...
Page 2-325
... DOUGLAS FIR - LARCH ( North ) Select Structural Snow Loading 7 - day Loading × 0.00689 for N / mm2 MODULUS OF ELASTICITY " E " psi GRADING RULES AGENCY 2,245 2,580 2,805 1,900,000 No. 1 / No . 2 1,425 1,635 1,780 1,600,000 No. 3 820 940 ...
... DOUGLAS FIR - LARCH ( North ) Select Structural Snow Loading 7 - day Loading × 0.00689 for N / mm2 MODULUS OF ELASTICITY " E " psi GRADING RULES AGENCY 2,245 2,580 2,805 1,900,000 No. 1 / No . 2 1,425 1,635 1,780 1,600,000 No. 3 820 940 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength