Uniform Building Code |
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Page 73
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
Page 179
... height h in any direction by the effective thickness t in the corresponding direction and shall not exceed the value ... height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as the ...
... height h in any direction by the effective thickness t in the corresponding direction and shall not exceed the value ... height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as the ...
Page 481
... height . Column splices in tier structures 100 feet to 200 feet in height , if the least horizontal dimension is less than 40 percent of the height . Column splices in tier structures less than 100 feet in height , if the least ...
... height . Column splices in tier structures 100 feet to 200 feet in height , if the least horizontal dimension is less than 40 percent of the height . Column splices in tier structures less than 100 feet in height , if the least ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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