Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 92
Page 2-158
... face of strong connection than h / 2 . For column - to - footing connections , where nonlinear action may occur at the column base to complete the mechanism , the nonlin- ear action location shall be no closer to the near face of the ...
... face of strong connection than h / 2 . For column - to - footing connections , where nonlinear action may occur at the column base to complete the mechanism , the nonlin- ear action location shall be no closer to the near face of the ...
Page 2-282
... face nail 4. Wider than 1 ′′ × 6 ′′ ( 25 mm × 152 mm ) subfloor to each joist , face nail 5. 2 " ( 51 mm ) subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , typical face nail Sole plate to joist or ...
... face nail 4. Wider than 1 ′′ × 6 ′′ ( 25 mm × 152 mm ) subfloor to each joist , face nail 5. 2 " ( 51 mm ) subfloor to joist or girder , blind and face nail 6. Sole plate to joist or blocking , typical face nail Sole plate to joist or ...
Page 2-295
... Face grain parallel or perpendicular to span ( at 45 ° to face grain use 16 F1 ) SPECIES1 GROUP OF FACE PLY Wet2 Dry3 Wet2 Dry3 Dry3 × 0.00689 for N / mm2 1 1,430 2,000 1,190 1,650 1,650 2,3 980 1,400 820 1,200 1,200 4 940 1,330 780 ...
... Face grain parallel or perpendicular to span ( at 45 ° to face grain use 16 F1 ) SPECIES1 GROUP OF FACE PLY Wet2 Dry3 Wet2 Dry3 Dry3 × 0.00689 for N / mm2 1 1,430 2,000 1,190 1,650 1,650 2,3 980 1,400 820 1,200 1,200 4 940 1,330 780 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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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