Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 133
... Tests of the structure shows evidence of failure , such changes or ( Continued ) modifications as are necessary to ... tests of masonry assemblies in accordance with the provisions of para- graph 2 of this Subsection or shall be assumed ...
... Tests of the structure shows evidence of failure , such changes or ( Continued ) modifications as are necessary to ... tests of masonry assemblies in accordance with the provisions of para- graph 2 of this Subsection or shall be assumed ...
Page 236
... tests are required , each class of concrete shall be represented by at least five tests ( 10 specimens ) . Two specimens shall be made for each test at a given age , and not less than one test shall be made for each 150 cubic yards of ...
... tests are required , each class of concrete shall be represented by at least five tests ( 10 specimens ) . Two specimens shall be made for each test at a given age , and not less than one test shall be made for each 150 cubic yards of ...
Page 237
... tests shall have values less than the specified strength . 2. For structures designed in accordance with the ulti- mate strength design method of this Code , and for pre- stressed structures the average of any three consecutive strength ...
... tests shall have values less than the specified strength . 2. For structures designed in accordance with the ulti- mate strength design method of this Code , and for pre- stressed structures the average of any three consecutive strength ...
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