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Page 126
... load than specified for such use . ( b ) Distribution of Uniform Floor Loads . Where uniform floor loads are involved , consideration may be limited to full dead load on all spans in combina- tion with full live load on adjacent spans ...
... load than specified for such use . ( b ) Distribution of Uniform Floor Loads . Where uniform floor loads are involved , consideration may be limited to full dead load on all spans in combina- tion with full live load on adjacent spans ...
Page 127
... loading are distributed throughout the area of the shell , the requirements for unbalanced unit live load design may be reduced 50 percent . ( d ) Snow Loads . Snow loads full or unbalanced shall be considered in place of loads set ...
... loading are distributed throughout the area of the shell , the requirements for unbalanced unit live load design may be reduced 50 percent . ( d ) Snow Loads . Snow loads full or unbalanced shall be considered in place of loads set ...
Page 544
... Load Sec . 3302. ( a ) Determination of Occupant Load . In determining the occu- pant load , all portions of a building shall be presumed to be occupied at the same time . EXCEPTION : Accessory use areas which ordinarily are used only ...
... Load Sec . 3302. ( a ) Determination of Occupant Load . In determining the occu- pant load , all portions of a building shall be presumed to be occupied at the same time . EXCEPTION : Accessory use areas which ordinarily are used only ...
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