Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 234
... ratio of splitting tensile strength to the square root of compressive strength . FSP ( b ) Concrete Quality . For the design of reinforced con- crete structures , the value " fe " shall be used in determining stresses in Sections 2610 ...
... ratio of splitting tensile strength to the square root of compressive strength . FSP ( b ) Concrete Quality . For the design of reinforced con- crete structures , the value " fe " shall be used in determining stresses in Sections 2610 ...
Page 235
... ratio ( or cement content ) and compressive strength . The maximum permissible water- cement ratio for the concrete to be used in the structure shall be that shown by the curve to produce an average strength to satisfy the requirements ...
... ratio ( or cement content ) and compressive strength . The maximum permissible water- cement ratio for the concrete to be used in the structure shall be that shown by the curve to produce an average strength to satisfy the requirements ...
Page 369
... ratio of each ( Continued ) component part . Open sides of compression members built up from plates or shapes shall ... ratio " l / r ” of the flange included between their connections shall not exceed the governing ratio for the member ...
... ratio of each ( Continued ) component part . Open sides of compression members built up from plates or shapes shall ... ratio " l / r ” of the flange included between their connections shall not exceed the governing ratio for the member ...
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