Uniform Building Code |
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Page 363
... flexural members , and for members subject to combined flexure and compressive axial load when the design axial load strength P , is less than the smaller of 0.10f ' A , or P , the ratio of reinforcement p provided shall not exceed 0.75 ...
... flexural members , and for members subject to combined flexure and compressive axial load when the design axial load strength P , is less than the smaller of 0.10f ' A , or P , the ratio of reinforcement p provided shall not exceed 0.75 ...
Page 365
... Flexural Members . 1. Flexural members with overall depth to clear span ratios greater than two fifths for continuous spans , or four fifths for simple spans , shall be designed as deep flexural members , taking into account nonlinear ...
... Flexural Members . 1. Flexural members with overall depth to clear span ratios greater than two fifths for continuous spans , or four fifths for simple spans , shall be designed as deep flexural members , taking into account nonlinear ...
Page 393
... member . 2. Critical sections for development of reinforcement in flexural members are at points of maximum stress and at points within the span where adjacent reinforcement terminates or is bent . Provisions of Section 2612 ( m ) 3 ...
... member . 2. Critical sections for development of reinforcement in flexural members are at points of maximum stress and at points within the span where adjacent reinforcement terminates or is bent . Provisions of Section 2612 ( m ) 3 ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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