Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 244
... bars shall also apply to the clear distance between a contact splice and adjacent splices or bars . Groups of parallel reinforcing bars bundled in contact to act as a unit must be deformed bars with not over four in any one bundle and ...
... bars shall also apply to the clear distance between a contact splice and adjacent splices or bars . Groups of parallel reinforcing bars bundled in contact to act as a unit must be deformed bars with not over four in any one bundle and ...
Page 245
... bars , the minimum amount of lap shall be twice that specified for deformed bars . B. Welded splices or other positive connections may be used instead of lapped splices . Where the bar size exceeds No. 11 , welded splices or other ...
... bars , the minimum amount of lap shall be twice that specified for deformed bars . B. Welded splices or other positive connections may be used instead of lapped splices . Where the bar size exceeds No. 11 , welded splices or other ...
Page 309
... BARS BEND DOWN AND CON- TINUE AS POSITIVE REINFORCE- MENT 1At exterior supports where masonry walls or other ... bars are used , the 0.27L bars may be omitted , provided the 0.30L bars are at least 50 per cent of total required . 3Where ...
... BARS BEND DOWN AND CON- TINUE AS POSITIVE REINFORCE- MENT 1At exterior supports where masonry walls or other ... bars are used , the 0.27L bars may be omitted , provided the 0.30L bars are at least 50 per cent of total required . 3Where ...
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