Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 193
... ( Continued ) such conditions of use the modulus of elasticity may be in- creased 10 per cent for lumber that is surface seasoned before loading to the maximum allowable load . Except for compres- sion parallel and compression ...
... ( Continued ) such conditions of use the modulus of elasticity may be in- creased 10 per cent for lumber that is surface seasoned before loading to the maximum allowable load . Except for compres- sion parallel and compression ...
Page 311
International Conference of Building Officials. ( Continued from page 308 ) Reinforced supported distance between vertical or horizontal ... ( Continued ) Reinforced Concrete Walls ( Continued ) The other layer , 311 1967 EDITION SECTION 2622.
International Conference of Building Officials. ( Continued from page 308 ) Reinforced supported distance between vertical or horizontal ... ( Continued ) Reinforced Concrete Walls ( Continued ) The other layer , 311 1967 EDITION SECTION 2622.
Page 461
... Continued Grade A concrete ( not including sandstone , granite and silice- ous gravel ) with 3 ′′ or finer metal ... ( Continued ) TABLE NO . 43 - A - Continued 3 Hr 461 1967 EDITION TABLE NO . 43 - A.
... Continued Grade A concrete ( not including sandstone , granite and silice- ous gravel ) with 3 ′′ or finer metal ... ( Continued ) TABLE NO . 43 - A - Continued 3 Hr 461 1967 EDITION TABLE NO . 43 - A.
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