Uniform Building Code |
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Page 167
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 24 inches thick ; or ...
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 24 inches thick ; or ...
Page 171
... continuous , restrained or cantilever beam , or in any member of a rigid frame shall be adequately anchored by bond ... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous ...
... continuous , restrained or cantilever beam , or in any member of a rigid frame shall be adequately anchored by bond ... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous ...
Page 475
... Continuous Spans Sec . 2709. ( a ) Simple Spans . Beams , girders and trusses shall be designed on the basis of simple spans whose effective length is equal to the distance between the centers of gravity of the members to which they ...
... Continuous Spans Sec . 2709. ( a ) Simple Spans . Beams , girders and trusses shall be designed on the basis of simple spans whose effective length is equal to the distance between the centers of gravity of the members to which they ...
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