Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 218
... 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 monolithically with the floor slab shall ...
... 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 monolithically with the floor slab shall ...
Page 220
... slab thickness nor more than eighteen inches ( 18 ′′ ) : Floor slabs where plain bars are used ... Floor slabs where deformed bars are used .. Floor slabs where wire fabric is used , having welded intersections not farther apart in the ...
... slab thickness nor more than eighteen inches ( 18 ′′ ) : Floor slabs where plain bars are used ... Floor slabs where deformed bars are used .. Floor slabs where wire fabric is used , having welded intersections not farther apart in the ...
Page 226
... slab from being considered a flat slab ; but allowable unit stresses shall not be exceeded . ( b ) Design of Flat Slabs as Continuous Frames . Any type of flat slab construction may be designed by application of the principles of ...
... slab from being considered a flat slab ; but allowable unit stresses shall not be exceeded . ( b ) Design of Flat Slabs as Continuous Frames . Any type of flat slab construction may be designed by application of the principles of ...
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