Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 74
Page 291
International Conference of Building Officials. slabs ; and concrete joists with top slabs placed monolithically Joists and with the joists . The slab shall be supported by walls or beams Two - Way Slabs on all sides and if not securely ...
International Conference of Building Officials. slabs ; and concrete joists with top slabs placed monolithically Joists and with the joists . The slab shall be supported by walls or beams Two - Way Slabs on all sides and if not securely ...
Page 292
... slab at center of panel . thickness in inches of slab without drop panels , or through drop panel , if any . thickness in inches of slab with drop panels at points beyond the drop panel . uniformly distributed unit dead and live load ...
... slab at center of panel . thickness in inches of slab without drop panels , or through drop panel , if any . thickness in inches of slab with drop panels at points beyond the drop panel . uniformly distributed unit dead and live load ...
Page 294
... Slabs with drop panels whose length is at least one - third the parallel span length and whose projection below the slab is at least one - fourth the slab thickness shall be not less than L / 40 nor four inches ( 4 " ) in thickness . Slabs ...
... Slabs with drop panels whose length is at least one - third the parallel span length and whose projection below the slab is at least one - fourth the slab thickness shall be not less than L / 40 nor four inches ( 4 " ) in thickness . Slabs ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength