Uniform Building Code |
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Page 176
... ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow ...
... ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow ...
Page 336
... ratio ( or minimum cement content ) for concrete to be used in the structure shall be that shown by the curve to produce the average strength indicated in Section 2604 ( d ) 1 or 2604 ( e ) 3 unless a lower water- cement ratio or higher ...
... ratio ( or minimum cement content ) for concrete to be used in the structure shall be that shown by the curve to produce the average strength indicated in Section 2604 ( d ) 1 or 2604 ( e ) 3 unless a lower water- cement ratio or higher ...
Page 486
... ratio l / r of either shape , between the fasteners , does not exceed the governing slenderness ratio of the built - up member . The least radius of gyration r shall be used in computing the slenderness ratio of each component part ...
... ratio l / r of either shape , between the fasteners , does not exceed the governing slenderness ratio of the built - up member . The least radius of gyration r shall be used in computing the slenderness ratio of each component part ...
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