Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 218
... flange . ( d ) Depth of Beam or Slab . The depth of the beam or slab shall be taken as the distance from the centroid of the tensile reinforcement to the compression face of the structural member . Any floor finish not placed ...
... flange . ( d ) Depth of Beam or Slab . The depth of the beam or slab shall be taken as the distance from the centroid of the tensile reinforcement to the compression face of the structural member . Any floor finish not placed ...
Page 256
... flange area . Pro- vision shall be made for stresses resulting from abrupt changes in flange direction and other conditions that introduce stress concentration . ( d ) Flange Development . Rivets , high strength bolts or welds connecting ...
... flange area . Pro- vision shall be made for stresses resulting from abrupt changes in flange direction and other conditions that introduce stress concentration . ( d ) Flange Development . Rivets , high strength bolts or welds connecting ...
Page 258
... flange to transmit one per cent of the total flange stress , unless the flange is composed only of angles . Intermediate stiffeners required by the provisions of Sec- tion 2707 ( e ) shall be connected for a shear transfer of not less ...
... flange to transmit one per cent of the total flange stress , unless the flange is composed only of angles . Intermediate stiffeners required by the provisions of Sec- tion 2707 ( e ) shall be connected for a shear transfer of not less ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles