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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 , 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 Fabric ...
... Length . Development length , 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 Fabric ...
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
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength