Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 217
... means of reinforced concrete or metal caps with brackets , or shall be connected by properly designed steel or iron caps , with pin- tles and base plates , or by timber splice plates affixed to the columns by means of metal connectors ...
... means of reinforced concrete or metal caps with brackets , or shall be connected by properly designed steel or iron caps , with pin- tles and base plates , or by timber splice plates affixed to the columns by means of metal connectors ...
Page 340
... means on each lift or bundle of fabricated ele- ments . In the case of members having a yield point of or in excess of 33,000 pounds per square inch obtained through additional treatment , the resulting minimum yield point shall be ...
... means on each lift or bundle of fabricated ele- ments . In the case of members having a yield point of or in excess of 33,000 pounds per square inch obtained through additional treatment , the resulting minimum yield point shall be ...
Page 401
... means of one - inch by two - inch ( Continued ) ( 1 " x 2 " ) wood stripping , treated to resist moisture deteriora- tion , nailed to the roof sheathing over the underlay , or other approved means . Tile roofs shall have an underlay of ...
... means of one - inch by two - inch ( Continued ) ( 1 " x 2 " ) wood stripping , treated to resist moisture deteriora- tion , nailed to the roof sheathing over the underlay , or other approved means . Tile roofs shall have an underlay 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