Uniform Building Code |
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Page 55
... increased at a rate of 5 percent for each foot by which the minimum width exceeds 20 feet . Such increases shall not exceed 100 percent , except for buildings not exceeding two stories in height of Group B , Division 4 Occupancy and one ...
... increased at a rate of 5 percent for each foot by which the minimum width exceeds 20 feet . Such increases shall not exceed 100 percent , except for buildings not exceeding two stories in height of Group B , Division 4 Occupancy and one ...
Page 73
... increased in accordance with provisions of this subsection . In structures with sides open [ as defined in Subsection ( b ) ] three fourths of the building perimeter may be increased 25 percent in area and one tier in height ...
... increased in accordance with provisions of this subsection . In structures with sides open [ as defined in Subsection ( b ) ] three fourths of the building perimeter may be increased 25 percent in area and one tier in height ...
Page 286
... increased 200 psi where end joint spacing restrictions are applied to the compression zone when stressed in tension . 8Where specified , this value may be increased to 450 psi by providing in the bearing area at least one dense 2 - inch ...
... increased 200 psi where end joint spacing restrictions are applied to the compression zone when stressed in tension . 8Where specified , this value may be increased to 450 psi by providing in the bearing area at least one dense 2 - inch ...
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