Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 446
... Reinforcement - General . [ 12.10 ] 1. Tension reinforcement 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 - General . [ 12.10 ] 1. Tension reinforcement 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 ...
Page 484
... reinforcement f , shall not exceed 60,000 psi . ( e ) Shell Reinforcement . [ 19.4 ] 1. Shell reinforcement shall be provided to resist tensile stresses from internal membrane forces , to resist bending and twisting moments , to control ...
... reinforcement f , shall not exceed 60,000 psi . ( e ) Shell Reinforcement . [ 19.4 ] 1. Shell reinforcement shall be provided to resist tensile stresses from internal membrane forces , to resist bending and twisting moments , to control ...
Page 510
... reinforcement . Stirrups and other bars or wires used as shear reinforcement shall extend to a distance d from extreme compression fiber and shall be anchored at both ends according to Section 2612 ( p ) to develop design yield strength ...
... reinforcement . Stirrups and other bars or wires used as shear reinforcement shall extend to a distance d from extreme compression fiber and shall be anchored at both ends according to Section 2612 ( p ) to develop design yield strength ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength