Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 391
... length la , in inches , for deformed bars in compression shall be computed as the product of the basic development length and applicable modification factors as defined in this section , but I shall be not less than 8 inches . Basic ...
... length la , in inches , for deformed bars in compression shall be computed as the product of the basic development length and applicable modification factors as defined in this section , but I shall be not less than 8 inches . Basic ...
Page 392
... Length . Development length 1 , in tension may consist of a combination of equivalent embedment length of a hook or mechanical anchorage plus additional embedment length of reinforcement . ( i ) Development of Welded Deformed Wire ...
... Length . Development length 1 , in tension may consist of a combination of equivalent embedment length of a hook or mechanical anchorage plus additional embedment length of reinforcement . ( i ) Development of Welded Deformed Wire ...
Page 397
... length for the specified yield strength f , in accordance with Section 2612 ( i ) . Lap splices of welded deformed wire fabric , with no cross wires within the lap splice length , shall be determined as for deformed wire . ( u ) Splices ...
... length for the specified yield strength f , in accordance with Section 2612 ( i ) . Lap splices of welded deformed wire fabric , with no cross wires within the lap splice length , shall be determined as for deformed wire . ( u ) Splices ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength