Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-280
... panel edge , shall be spaced not more than 6 inches ( 152 mm ) on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches ( 305 mm ) wide shall be used ...
... panel edge , shall be spaced not more than 6 inches ( 152 mm ) on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches ( 305 mm ) wide shall be used ...
Page 2-286
... PANEL COMBINATION SUBFLOOR - UNDERLAYMENT ( SINGLE FLOOR ) 1,2 Panels Continuous over Two or More Spans and Strength Axis Perpendicular to Supports IDENTIFICATION 16 Species Group3 1/2 518 1 2,3 4 314 16 0.c. Span rating4 20 318 314 718 ...
... PANEL COMBINATION SUBFLOOR - UNDERLAYMENT ( SINGLE FLOOR ) 1,2 Panels Continuous over Two or More Spans and Strength Axis Perpendicular to Supports IDENTIFICATION 16 Species Group3 1/2 518 1 2,3 4 314 16 0.c. Span rating4 20 318 314 718 ...
Page 2-341
... panels as specified in Section 2322 . 2323.4.3 Radial stresses . The radial stresses induced by bend- ing moment in a curved spaced rib or plywood core panel shall be computed by the formula : WHERE : SR = 3M 2Rbh b = width of stringer ...
... panels as specified in Section 2322 . 2323.4.3 Radial stresses . The radial stresses induced by bend- ing moment in a curved spaced rib or plywood core panel shall be computed by the formula : WHERE : SR = 3M 2Rbh b = width of stringer ...
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