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Page 318
... length to the required for f . ( h ) Splices in Compression . 1. Lap splices in compression . d A. The minimum length of a lap splice in compression shall be the development length in compression , [ Section 2612 ( f ) ] but not less in ...
... length to the required for f . ( h ) Splices in Compression . 1. Lap splices in compression . d A. The minimum length of a lap splice in compression shall be the development length in compression , [ Section 2612 ( f ) ] but not less in ...
Page 361
... length , hooks , or mechanical anchorage . Negative moment reinforcement shall have an embedment length into the span as required by Section 2612 ( b ) 1 and 4 . At least one - third the total reinforcement provided for negative moment ...
... length , hooks , or mechanical anchorage . Negative moment reinforcement shall have an embedment length into the span as required by Section 2612 ( b ) 1 and 4 . At least one - third the total reinforcement provided for negative moment ...
Page 362
... length , l , shall be taken as not less than 12 inches , except in the computation of lap splices by Section 2607 ( g ) and an- chorage of web reinforcement by Section 2612 ( n ) . ( g ) Development Length of Deformed Bars in ...
... length , l , shall be taken as not less than 12 inches , except in the computation of lap splices by Section 2607 ( g ) and an- chorage of web reinforcement by Section 2612 ( n ) . ( g ) Development Length of Deformed Bars in ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength