Uniform Building Code |
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Page 317
... spans may be used on 24 - inch span . Except for 1⁄2 inch , Underlayment grade and C - C ( plugged ) panels may be of nominal thicknesses 1/32 inch thinner than the nominal thicknesses shown when marked with the reduced thickness . 2See ...
... spans may be used on 24 - inch span . Except for 1⁄2 inch , Underlayment grade and C - C ( plugged ) panels may be of nominal thicknesses 1/32 inch thinner than the nominal thicknesses shown when marked with the reduced thickness . 2See ...
Page 353
... spans of the slab and width of beams otherwise neglected . ( i ) Columns . Columns shall be designed to resist the axial forces from factored loads on all floors or roof and the maximum moment from factored loads on a single adjacent span ...
... spans of the slab and width of beams otherwise neglected . ( i ) Columns . Columns shall be designed to resist the axial forces from factored loads on all floors or roof and the maximum moment from factored loads on a single adjacent span ...
Page 402
... span within a panel not greater than 2 . C. Successive span lengths in each direction shall not differ by more than one third the longer span . D. Columns may be offset a maximum of 10 percent of the span ( in direction of offset ) from ...
... span within a panel not greater than 2 . C. Successive span lengths in each direction shall not differ by more than one third the longer span . D. Columns may be offset a maximum of 10 percent of the span ( in direction of offset ) from ...
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