Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 278
... Compression Reinforcement . The ultimate design resisting moment in rectangular beams with compression reinforcement shall be calculated by : Mu - a + As ' fy ( d - d ' ) .. ( 16-3 ) 4 — — — ) + / WHERE : - ( As As ' ) fy d · a = ( As ...
... Compression Reinforcement . The ultimate design resisting moment in rectangular beams with compression reinforcement shall be calculated by : Mu - a + As ' fy ( d - d ' ) .. ( 16-3 ) 4 — — — ) + / WHERE : - ( As As ' ) fy d · a = ( As ...
Page 285
... compression , Ultimate nor in those cases of tension where anchorage bond is less Strength Design than 0.8 of the permissible . ( Continued ) 1. For tension bars with sizes and deformations conform- ing to U.B.C. Standard No. 26-7-67 ...
... compression , Ultimate nor in those cases of tension where anchorage bond is less Strength Design than 0.8 of the permissible . ( Continued ) 1. For tension bars with sizes and deformations conform- ing to U.B.C. Standard No. 26-7-67 ...
Page 352
... compression members in a frame which depends upon its own bending stiffness for lateral stability shall be ... Compression Elements . Project- ing compression elements shall have width - to - thickness ratios not greater than the ...
... compression members in a frame which depends upon its own bending stiffness for lateral stability shall be ... Compression Elements . Project- ing compression elements shall have width - to - thickness ratios not greater than the ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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