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Page 171
... diameter for No. 7 or smaller longitu- dinal bars and No. 3 bars for No. 8 , No. 9 or No. 10 longitudinal bars . EXCEPTION : Ties placed in the horizontal bed joints , where permitted by Section 2414 ( b ) , may be smaller in diameter ...
... diameter for No. 7 or smaller longitu- dinal bars and No. 3 bars for No. 8 , No. 9 or No. 10 longitudinal bars . EXCEPTION : Ties placed in the horizontal bed joints , where permitted by Section 2414 ( b ) , may be smaller in diameter ...
Page 308
... 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 be not less than 11⁄2 inches for No. 3 , 2 inches for No.4 and 21⁄2 inches for No ...
... 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 be not less than 11⁄2 inches for No. 3 , 2 inches for No.4 and 21⁄2 inches for No ...
Page 313
... diameter , three for spirals 20 to 30 inches in diameter , and four for spirals more than 30 inches în 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 în 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 | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength