Uniform Building Code |
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Page 344
... distance to formed soffits shall be minus 1/4 inch and tolerance for cover shall not exceed minus one third the minimum concrete cover required by the approved plans or specifications . 2. Tolerance for longitudinal location of bends ...
... distance to formed soffits shall be minus 1/4 inch and tolerance for cover shall not exceed minus one third the minimum concrete cover required by the approved plans or specifications . 2. Tolerance for longitudinal location of bends ...
Page 371
... distance between concentrated load and face of supports . Ас = area of concrete section resisting shear transfer ... distance s , square inches . A , area of shear reinforcement within a distance s , or area of shear reinforcement ...
... distance between concentrated load and face of supports . Ас = area of concrete section resisting shear transfer ... distance s , square inches . A , area of shear reinforcement within a distance s , or area of shear reinforcement ...
Page 482
... distance between centers of standard , oversized or slotted fastener holes shall be not less than 23d nor less than that required by Subsection 2 below , if applicable . WHERE : d = the nominal diameter of the fastener , inches . 2 ...
... distance between centers of standard , oversized or slotted fastener holes shall be not less than 23d nor less than that required by Subsection 2 below , if applicable . WHERE : d = the nominal diameter of the fastener , inches . 2 ...
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