Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 258
... considered as extensions of the bars at appropriate bond stresses . Hooks shall not be considered effective in adding to the compressive resistance of bars . Any mechanical device capable of developing the strength of the bar without ...
... considered as extensions of the bars at appropriate bond stresses . Hooks shall not be considered effective in adding to the compressive resistance of bars . Any mechanical device capable of developing the strength of the bar without ...
Page 264
... considered as that at the section a distance , " d " from the face of the support.2 Wherever applicable , effects of torsion shall be added and effects of inclined flexural compression in variable - depth members shall be included . For ...
... considered as that at the section a distance , " d " from the face of the support.2 Wherever applicable , effects of torsion shall be added and effects of inclined flexural compression in variable - depth members shall be included . For ...
Page 292
... considered for structural purposes which lies outside of the largest right circular cone with 90 - degree vertex angle that can be included within the outlines of the column capital . Where no capital is used , the face of the column ...
... considered for structural purposes which lies outside of the largest right circular cone with 90 - degree vertex angle that can be included within the outlines of the column capital . Where no capital is used , the face of the column ...
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