Uniform Building Code |
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Page 53
... considered as portions of one building if the aggregate area of such buildings is within the limits specified in Section 505 for a single building . When the buildings so considered house different occupancies or are of different types ...
... considered as portions of one building if the aggregate area of such buildings is within the limits specified in Section 505 for a single building . When the buildings so considered house different occupancies or are of different types ...
Page 180
... considered . Where raked mortar joints are used , the thickness of the member shall be reduced in accordance with ... considered with respect to the centroidal axis of the member . In cavity walls loaded on one wythe , the eccentricity ...
... considered . Where raked mortar joints are used , the thickness of the member shall be reduced in accordance with ... considered with respect to the centroidal axis of the member . In cavity walls loaded on one wythe , the eccentricity ...
Page 353
... considered . In frames or continuous construction , consideration shall be given to the effect of unbalanced floor or roof loads on both exterior and interior columns and of eccentric loading due to other causes . In computing moments ...
... considered . In frames or continuous construction , consideration shall be given to the effect of unbalanced floor or roof loads on both exterior and interior columns and of eccentric loading due to other causes . In computing moments ...
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