Uniform Building Code |
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Page 161
... vertical intervals not exceeding 34 inches by lapping at least 4 inches over the unit below or by lapping at vertical intervals not exceeding 17 inches with units which are at least 50 percent greater in thickness than the units below ...
... vertical intervals not exceeding 34 inches by lapping at least 4 inches over the unit below or by lapping at vertical intervals not exceeding 17 inches with units which are at least 50 percent greater in thickness than the units below ...
Page 164
... vertical courses or by equivalent mechanical anchorage . 5. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
... vertical courses or by equivalent mechanical anchorage . 5. Vertical cells to be filled shall have vertical alignment sufficient to maintain a clear , unobstructed continuous vertical cell measuring not less than 2 inches by 3 inches ...
Page 370
... Vertical reinforcement shall be spaced not farther apart than three times the wall thickness , nor 18 inches . 4. Vertical reinforcement need not be enclosed by lateral ties if vertical reinforcement area is not greater than 0.01 times ...
... Vertical reinforcement shall be spaced not farther apart than three times the wall thickness , nor 18 inches . 4. Vertical reinforcement need not be enclosed by lateral ties if vertical reinforcement area is not greater than 0.01 times ...
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