Uniform Building Code |
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Page 400
... edge shall extend to the edge of slab and have embedment , straight or hooked , at least 6 inches in spandrel beams , columns or walls . 3. Negative moment reinforcement perpendicular to a discontinuous edge shall be bent , hooked or ...
... edge shall extend to the edge of slab and have embedment , straight or hooked , at least 6 inches in spandrel beams , columns or walls . 3. Negative moment reinforcement perpendicular to a discontinuous edge shall be bent , hooked or ...
Page 478
... edge of the pinhole to the edge of the member or element , shall not exceed four times the thickness at the pinhole . The diameter of the pinhole shall be not less than 1.25 times the smaller of the distances from the edge of the pin ...
... edge of the pinhole to the edge of the member or element , shall not exceed four times the thickness at the pinhole . The diameter of the pinhole shall be not less than 1.25 times the smaller of the distances from the edge of the pin ...
Page 498
... Edge Long Slots PARALLEL TO EDGE ≤18 116 1/8 1 1/8 1/8 3 / 4d 0 ≥1 % 1/8 3/16 ' When length of slot is less than maximum allowable , C2 may be reduced by one half the difference between the maximum and actual slot lengths . TABLE NO ...
... Edge Long Slots PARALLEL TO EDGE ≤18 116 1/8 1 1/8 1/8 3 / 4d 0 ≥1 % 1/8 3/16 ' When length of slot is less than maximum allowable , C2 may be reduced by one half the difference between the maximum and actual slot lengths . TABLE NO ...
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