Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 79
... Class I - A Class I - B Class I - C 2. Combustible liquids Class II Class III - A 3. Combination flammable liquids ' 4. Flammable gases 5. Liquified flammable gases 6. Flammable fibers - loose 7. Flammable fibers - baled 8. Flammable ...
... Class I - A Class I - B Class I - C 2. Combustible liquids Class II Class III - A 3. Combination flammable liquids ' 4. Flammable gases 5. Liquified flammable gases 6. Flammable fibers - loose 7. Flammable fibers - baled 8. Flammable ...
Page 311
... Class D splice as given in Section 2607 ( g ) . 3. Tension splices in other members . A. In regions of high computed ... Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or wires are lap spliced within a ...
... Class D splice as given in Section 2607 ( g ) . 3. Tension splices in other members . A. In regions of high computed ... Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or wires are lap spliced within a ...
Page 543
International Conference of Building Officials. ( c ) Location of Class I Standpipes . There shall be a Class I standpipe outlet connection at every floor level landing above the first story of every required stairway and on each side of ...
International Conference of Building Officials. ( c ) Location of Class I Standpipes . There shall be a Class I standpipe outlet connection at every floor level landing above the first story of every required stairway and on each side of ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength