Uniform Building Code |
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Page 174
... reinforcement . Horizontal reinforcement shall be provided in the top of footings , at the top of wall openings , at structurally connected roof and floor levels and at the top of parapet walls . Only horizontal reinforcement which is ...
... reinforcement . Horizontal reinforcement shall be provided in the top of footings , at the top of wall openings , at structurally connected roof and floor levels and at the top of parapet walls . Only horizontal reinforcement which is ...
Page 377
... reinforcement of 0.8h , whichever is greater . D. In a pretensioned member in which the section at a distance h / 2 ... Reinforcement . 1. Types of shear reinforcement . A. Shear reinforcement may consist of : ( i ) Stirrups ...
... reinforcement of 0.8h , whichever is greater . D. In a pretensioned member in which the section at a distance h / 2 ... Reinforcement . 1. Types of shear reinforcement . A. Shear reinforcement may consist of : ( i ) Stirrups ...
Page 393
... Reinforcement - General . 1. Tension rein- forcement may be developed by bending across the web to be anchored or made continuous with reinforcement on the opposite face of member . 2. Critical sections for development of reinforcement ...
... Reinforcement - General . 1. Tension rein- forcement may be developed by bending across the web to be anchored or made continuous with reinforcement on the opposite face of member . 2. Critical sections for development of reinforcement ...
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