Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 228
... bars shall have such support provided by a complete tie enclosing the longitudinal bars . Alternate longitudinal bars shall have such lateral support provided by ties and no bar shall be farther than 6 inches from such laterally supported ...
... bars shall have such support provided by a complete tie enclosing the longitudinal bars . Alternate longitudinal bars shall have such lateral support provided by ties and no bar shall be farther than 6 inches from such laterally supported ...
Page 230
... bars , except in columns , shall not be less than the nominal diameter of the bars nor 1 inch , except that bars in a splice may be in contact . This clear distance require- ment applies to the clear distance between a contact splice ...
... bars , except in columns , shall not be less than the nominal diameter of the bars nor 1 inch , except that bars in a splice may be in contact . This clear distance require- ment applies to the clear distance between a contact splice ...
Page 477
... bars of different size are lap spliced in compression , splice length shall be the larger of : development length of larger bar , or splice length of smaller bar . Bar sizes Nos . 14 and 18 may be lap spliced to No. 11 and smaller bars ...
... bars of different size are lap spliced in compression , splice length shall be the larger of : development length of larger bar , or splice length of smaller bar . Bar sizes Nos . 14 and 18 may be lap spliced to No. 11 and smaller bars ...
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