Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 154
... distance of six inches ( 6 ′′ ) . In simple beams , or at the freely supported end of continu- ous beams , at least one - third the required positive reinforce- ment shall extend along the same face of the beam into the support a distance ...
... distance of six inches ( 6 ′′ ) . In simple beams , or at the freely supported end of continu- ous beams , at least one - third the required positive reinforce- ment shall extend along the same face of the beam into the support a distance ...
Page 365
... distance between cen- ters of rivet and bolt holes shall be not less than two and two - thirds times the nominal diameter of the rivet or bolt . ( e ) Minimum Edge Distance . The minimum distance from the center of a rivet or bolt hole ...
... distance between cen- ters of rivet and bolt holes shall be not less than two and two - thirds times the nominal diameter of the rivet or bolt . ( e ) Minimum Edge Distance . The minimum distance from the center of a rivet or bolt hole ...
Page 369
... distance between the lines of rivets , bolts or welds connecting them to the com- ponents of the member . Intermediate tie plates shall have a length not less than one - half of this distance . The thickness of tie plates shall be not ...
... distance between the lines of rivets , bolts or welds connecting them to the com- ponents of the member . Intermediate tie plates shall have a length not less than one - half of this distance . The thickness of tie plates shall be not ...
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