Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 104
... specified in Section 2507 ( e ) . Sec . 2004. ( a ) General . Floors may be constructed as specified in Chapter 26 for concrete , Chapter 24 for masonry , Chapter 25 for wood , and Chapter 27 for steel or iron . Wood joists , beams ...
... specified in Section 2507 ( e ) . Sec . 2004. ( a ) General . Floors may be constructed as specified in Chapter 26 for concrete , Chapter 24 for masonry , Chapter 25 for wood , and Chapter 27 for steel or iron . Wood joists , beams ...
Page 256
... specified in Section 2611 ( c ) shall be used in calculations of deflections caused by sustained loads . ( p ) Transmission of Column Load Through Floor System . When the specified strength of concrete in columns exceeds that specified ...
... specified in Section 2611 ( c ) shall be used in calculations of deflections caused by sustained loads . ( p ) Transmission of Column Load Through Floor System . When the specified strength of concrete in columns exceeds that specified ...
Page 464
... specified , the closing device shall be one rated at a maximum temperature of 165 ° F . If products of com- bustion are being detected to actuate the closing device , the closing device shall operate by the activation of an approved ...
... specified , the closing device shall be one rated at a maximum temperature of 165 ° F . If products of com- bustion are being detected to actuate the closing device , the closing device shall operate by the activation of an approved ...
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