Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 357
... Wire Fabric . The yield strength of smooth wire fabric shall be considered developed by embedment of two cross wires with the closer cross wire not less than 2 inches from the point of critical section . However , the development length ...
... Wire Fabric . The yield strength of smooth wire fabric shall be considered developed by embedment of two cross wires with the closer cross wire not less than 2 inches from the point of critical section . However , the development length ...
Page 358
International Conference of Building Officials. I no cross wires within the development length , shall be determined as for deformed wire . ( 1 ) Development Length of Prestressing Strand . Three- or seven - wire pretensioning strand ...
International Conference of Building Officials. I no cross wires within the development length , shall be determined as for deformed wire . ( 1 ) Development Length of Prestressing Strand . Three- or seven - wire pretensioning strand ...
Page 562
... wire ties ( .08 " diameter ) at each course of tile with or without Grade A concrete fill ; 34 " mortar be- tween ... wire mesh ' in horizontal joints , laid with 1 " mortar on flanges ' and plastered with 1⁄2 " gypsum plaster . 22 ...
... wire ties ( .08 " diameter ) at each course of tile with or without Grade A concrete fill ; 34 " mortar be- tween ... wire mesh ' in horizontal joints , laid with 1 " mortar on flanges ' and plastered with 1⁄2 " gypsum plaster . 22 ...
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