Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 162
... slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span length of the beam , and its ...
... slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span length of the beam , and its ...
Page 163
... slab shall not be less than one - twelfth of the clear distance between ribs and in no case less than two inches ( 2 " ) . Such slab shall be rein- forced at right angles to the ribs with a minimum of .049 square inches of reinforcing ...
... slab shall not be less than one - twelfth of the clear distance between ribs and in no case less than two inches ( 2 " ) . Such slab shall be rein- forced at right angles to the ribs with a minimum of .049 square inches of reinforcing ...
Page 173
... SLAB THICKNESSES- DROPPED PANELS AND MOMENTS Special Case For C = .2251 0.375 ( long 1 ) 0.300 ( long ) Symbol Unit General Case Minimum Floor Slab Thickness Minimum Roof Slab Thickness ti or tz Inches ti or ta Inches .375 ( long ) ...
... SLAB THICKNESSES- DROPPED PANELS AND MOMENTS Special Case For C = .2251 0.375 ( long 1 ) 0.300 ( long ) Symbol Unit General Case Minimum Floor Slab Thickness Minimum Roof Slab Thickness ti or tz Inches ti or ta Inches .375 ( long ) ...
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A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood