Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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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 373
... ratio of long side to short side of concentrated load or reaction area . coefficient of friction . See Section 2611 ... ratio of nonprestressed tension reinforcement . = A / bd . Ph = ratio of horizontal shear reinforcement area to gross ...
... ratio of long side to short side of concentrated load or reaction area . coefficient of friction . See Section 2611 ... ratio of nonprestressed tension reinforcement . = A / bd . Ph = ratio of horizontal shear reinforcement area to gross ...
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
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength