Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 253
... percent for extreme fiber in bending ; and 80 percent for ten- sion parallel to grain . Values for plywood so treated , including fastener values , shall be developed from approved test methods that consider potential strength - re ...
... percent for extreme fiber in bending ; and 80 percent for ten- sion parallel to grain . Values for plywood so treated , including fastener values , shall be developed from approved test methods that consider potential strength - re ...
Page 715
... percent solid . 6 Tile , Non- 2-1.3 load - bearing Two cells in wall thickness , units at least 45 percent solid . Plastered each side with 5/8 " gypsum plaster . 7 ( End or Side Construction ) 2-1.4 Two cells in wall thickness , units ...
... percent solid . 6 Tile , Non- 2-1.3 load - bearing Two cells in wall thickness , units at least 45 percent solid . Plastered each side with 5/8 " gypsum plaster . 7 ( End or Side Construction ) 2-1.4 Two cells in wall thickness , units ...
Page 881
... percent of Dr as specified by Section 2374 ( c ) 3 . The total maximum displacement of the isolation system shall not be taken as less than 80 percent of Drм as prescribed by Formula ( 74-4 ) . The design lateral shear force on the ...
... percent of Dr as specified by Section 2374 ( c ) 3 . The total maximum displacement of the isolation system shall not be taken as less than 80 percent of Drм as prescribed by Formula ( 74-4 ) . The design lateral shear force on the ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength