Uniform Building Code |
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Page 125
... Live Loads . Where structural members are arranged so as to create continuity , the loading conditions which would cause maximum shear and bending moments along the member shall be investigated . ( d ) Stress Increases . All allowable ...
... Live Loads . Where structural members are arranged so as to create continuity , the loading conditions which would cause maximum shear and bending moments along the member shall be investigated . ( d ) Stress Increases . All allowable ...
Page 126
... live load caused by the use to which the building or part of the building is to be put shall be used in the design ... load than specified for such use . ( b ) Distribution of Uniform Floor Loads . Where uniform floor loads are involved ...
... live load caused by the use to which the building or part of the building is to be put shall be used in the design ... load than specified for such use . ( b ) Distribution of Uniform Floor Loads . Where uniform floor loads are involved ...
Page 127
... live loads on one half of the span if such loading results in reverse stresses , or stresses greater in any portion than the stresses produced by the required unit live load upon the entire span . For roofs whose structure is composed ...
... live loads on one half of the span if such loading results in reverse stresses , or stresses greater in any portion than the stresses produced by the required unit live load upon the entire span . For roofs whose structure is composed ...
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