Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 253
... column , the outer boun- General dary of the column shall be taken at a distance outside the Considerations extreme limits of the spiral equal to the requirements of ( Continued ) Section 2608 ( h ) . 3. Limits of section of column ...
... column , the outer boun- General dary of the column shall be taken at a distance outside the Considerations extreme limits of the spiral equal to the requirements of ( Continued ) Section 2608 ( h ) . 3. Limits of section of column ...
Page 298
... column or column capital . B. At least 50 per cent of the required negative reinforce- ment in the column strip shall cross the drop panel , if any . C. The spacing for the remainder of the column strip may vary uniformly from that ...
... column or column capital . B. At least 50 per cent of the required negative reinforce- ment in the column strip shall cross the drop panel , if any . C. The spacing for the remainder of the column strip may vary uniformly from that ...
Page 306
... columns . Such bending moment shall be the maximum value derived from - WL1 WDL2 f 0 “ L1 ” and “ L2 ” being lengths of the adjacent spans ( L2 when considering an exterior column ) and “ f ” is 30 for exterior and 40 for interior columns ...
... columns . Such bending moment shall be the maximum value derived from - WL1 WDL2 f 0 “ L1 ” and “ L2 ” being lengths of the adjacent spans ( L2 when considering an exterior column ) and “ f ” is 30 for exterior and 40 for interior columns ...
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