Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 182
... ( Pounds per Sq . Inch ) Flexural Compression .25f 125 250 Axial Compression or Bearing .20f 100 200 Bond for Plain Bars and Shear1 .. .02f 10 20 Bond for Deformed Bars and Electrically Welded Wire Mesh ' .03f 15 30 ' Electrically welded ...
... ( Pounds per Sq . Inch ) Flexural Compression .25f 125 250 Axial Compression or Bearing .20f 100 200 Bond for Plain Bars and Shear1 .. .02f 10 20 Bond for Deformed Bars and Electrically Welded Wire Mesh ' .03f 15 30 ' Electrically welded ...
Page 486
... pounds per square of asphalt for solid mopping ( 10 pounds per square for spot mop- ping ) , or not less than 11⁄2 gallons of cold bituminous compound in ac- cordance with manufacturer's published specifications , or 30 pounds per ...
... pounds per square of asphalt for solid mopping ( 10 pounds per square for spot mop- ping ) , or not less than 11⁄2 gallons of cold bituminous compound in ac- cordance with manufacturer's published specifications , or 30 pounds per ...
Page 489
... pounds per roofing square of gravel , crushed rock , ceramic or approved similar surfacing material , or 300 pounds per roofing square of crushed slag . ( See U.B.C. Standard No. 32-5 for mineral roofing aggregate weigh- ing less than 60 ...
... pounds per roofing square of gravel , crushed rock , ceramic or approved similar surfacing material , or 300 pounds per roofing square of crushed slag . ( See U.B.C. Standard No. 32-5 for mineral roofing aggregate weigh- ing less than 60 ...
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