Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 247
... Reinforcement sion of the column . The ties shall be so arranged that every ( Continued ) longitudinal bar shall have lateral support provided by the corner of a tie having an included angle of not more than 135 degrees . Where the bars ...
... Reinforcement sion of the column . The ties shall be so arranged that every ( Continued ) longitudinal bar shall have lateral support provided by the corner of a tie having an included angle of not more than 135 degrees . Where the bars ...
Page 277
... reinforcement . Strength Design ( Continued ) Sec . 2616. ( a ) Notations . The notations used in these Flexural regulations shall be defined as follows : As = area of tension reinforcement . area of compression reinforcement . As ' Asf ...
... reinforcement . Strength Design ( Continued ) Sec . 2616. ( a ) Notations . The notations used in these Flexural regulations shall be defined as follows : As = area of tension reinforcement . area of compression reinforcement . As ' Asf ...
Page 281
... reinforcement shall be provided to carry the excess . Such web reinforcement shall also be provided for a distance equal to the depth " d " , of the member beyond the point theoretically required . Web reinforcement between the face of ...
... reinforcement shall be provided to carry the excess . Such web reinforcement shall also be provided for a distance equal to the depth " d " , of the member beyond the point theoretically required . Web reinforcement between the face of ...
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