Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 81
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 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
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength