Uniform Building Code |
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Page 315
... diameter shall be five bar diameters . 3. Stirrup and Tie Hooks and Bends Other Than Standard Hooks . Inside diameter of bends for stirrups and ties shall not be less than 11⁄2 inches for No. 3 , 2 inches for No.4 , and 21⁄2 inches for ...
... diameter shall be five bar diameters . 3. Stirrup and Tie Hooks and Bends Other Than Standard Hooks . Inside diameter of bends for stirrups and ties shall not be less than 11⁄2 inches for No. 3 , 2 inches for No.4 , and 21⁄2 inches for ...
Page 316
... diameters stagger . Where spacing limitations and minimum clear cover are based on bar size , a unit of bundled bars shall be treated as a single bar of a diameter derived from the equivalent total area . In walls and slabs other than ...
... diameters stagger . Where spacing limitations and minimum clear cover are based on bar size , a unit of bundled bars shall be treated as a single bar of a diameter derived from the equivalent total area . In walls and slabs other than ...
Page 320
... diameter , three for spirals 20 to 30 inches in diameter , and four for spirals more than 30 inches in diameter . When spiral wires or bars are % inch or larger , three spacers shall be used for spirals 24 inches or less in diameter and ...
... diameter , three for spirals 20 to 30 inches in diameter , and four for spirals more than 30 inches in diameter . When spiral wires or bars are % inch or larger , three spacers shall be used for spirals 24 inches or less in diameter and ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength