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Page 353
... flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on ...
... flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on ...
Page 466
... flange material . Hybrid girders must have flanges of equal areas at any section and have the same grade of steel ... flange area . Provision shall be made for stresses resulting from abrupt changes in flange direction and other ...
... flange material . Hybrid girders must have flanges of equal areas at any section and have the same grade of steel ... flange area . Provision shall be made for stresses resulting from abrupt changes in flange direction and other ...
Page 479
... flanges or moment connection plates for end connections of beams and girders are welded to the flange of an I- or H - shape column , pairs of column - web stiffeners having an area given by Formula ( 12-1 ) shall be provided whenever ...
... flanges or moment connection plates for end connections of beams and girders are welded to the flange of an I- or H - shape column , pairs of column - web stiffeners having an area given by Formula ( 12-1 ) shall be provided whenever ...
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