Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 219
... edge close together and well spiked , and Construction covered with one - inch ( 1 " ) nominal dimension flooring . The ( Continued ) planks shall be laid so that no continuous line of joints will occur except at points of support ...
... edge close together and well spiked , and Construction covered with one - inch ( 1 " ) nominal dimension flooring . The ( Continued ) planks shall be laid so that no continuous line of joints will occur except at points of support ...
Page 294
... edge shall extend to the edge of the slab and have embedment , straight or hooked , of at least six inches ( 6 " ) in spandrel beams , walls , or columns where provided . All negative reinforcement perpendicular to the discontinuous edge ...
... edge shall extend to the edge of the slab and have embedment , straight or hooked , of at least six inches ( 6 " ) in spandrel beams , walls , or columns where provided . All negative reinforcement perpendicular to the discontinuous edge ...
Page 365
... Edge Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the values set forth in Table No. 27 - B . ( f ) Minimum Edge Distance in Line of Stress . In bearing- type connections of ...
... Edge Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the values set forth in Table No. 27 - B . ( f ) Minimum Edge Distance in Line of Stress . In bearing- type connections of ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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