Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 56
Page 417
... bolts subject to combined shear and tension shall be so proportioned that the tension stress , in kips per square ... bolts For A449 bolts over 11⁄2- inch diameter and threaded parts , threads not excluded For A449 bolts over 11⁄2- inch ...
... bolts subject to combined shear and tension shall be so proportioned that the tension stress , in kips per square ... bolts For A449 bolts over 11⁄2- inch diameter and threaded parts , threads not excluded For A449 bolts over 11⁄2- inch ...
Page 418
... bolts in stan- dard holes F , ≤17.5 ( 1 - ƒANTO ) For A325 bolts in over- size and short- slotted holes F≤15.0 ( 1 - ƒA / T ) For A325 bolts in long- slotted holes F , ≤12.5 ( 1 -ƒ‚A / To ) For A490 bolts in stan- dard holes F≤22.0 ...
... bolts in stan- dard holes F , ≤17.5 ( 1 - ƒANTO ) For A325 bolts in over- size and short- slotted holes F≤15.0 ( 1 - ƒA / T ) For A325 bolts in long- slotted holes F , ≤12.5 ( 1 -ƒ‚A / To ) For A490 bolts in stan- dard holes F≤22.0 ...
Page 450
... BOLTS SHEAR ( Fv ) FRICTION - TYPE CONNECTIONS ' ' BEARING TYPE DESCRIPTION OF FASTENERS TENSION ( Ft ) Standard ... bolts 20.0 ' 4. Threaded parts meeting the requirements of Sec- tion 2701 and A449 bolts when threads are not ex- cluded ...
... BOLTS SHEAR ( Fv ) FRICTION - TYPE CONNECTIONS ' ' BEARING TYPE DESCRIPTION OF FASTENERS TENSION ( Ft ) Standard ... bolts 20.0 ' 4. Threaded parts meeting the requirements of Sec- tion 2701 and A449 bolts when threads are not ex- cluded ...
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