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Page 170
... bar , or D. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ...
... bar , or D. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ...
Page 175
... bar diameters , and welded splices shall be full butt welded . B. Ties . All longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the ...
... bar diameters , and welded splices shall be full butt welded . B. Ties . All longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the ...
Page 344
... bars . ( g ) Spacing Limits for Reinforcement . 1. General . Clear distance between parallel bars in a layer shall be not less than d , nor 1 inch . See also the second paragraph of Section 2603 ( d ) . Where parallel reinforcement is ...
... bars . ( g ) Spacing Limits for Reinforcement . 1. General . Clear distance between parallel bars in a layer shall be not less than d , nor 1 inch . See also the second paragraph of Section 2603 ( d ) . Where parallel reinforcement is ...
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