Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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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 469
... flange to transmit 1 percent of the total flange stress , unless the flange is composed only of angles . Rivets connecting stiffeners to the girder web shall be spaced not more than 12 inches on center . If intermittent fillet welds are ...
... flange to transmit 1 percent of the total flange stress , unless the flange is composed only of angles . Rivets connecting stiffeners to the girder web shall be spaced not more than 12 inches on center . If intermittent fillet welds are ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength