Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 friction - type joints , the shear stress allowed in Section 2702 ( c ) shall be reduced so that : For A325 bolts in stan- dard holes For A325 bolts in over- size and short- slotted holes For A325 bolts in long- slotted holes ...
... bolts in friction - type joints , the shear stress allowed in Section 2702 ( c ) shall be reduced so that : For A325 bolts in stan- dard holes For A325 bolts in over- size and short- slotted holes For A325 bolts in long- slotted holes ...
Page 450
... BOLTS SHEAR ( FV ) FRICTION - TYPE CONNECTIONS ' ' BEARING TYPE DESCRIPTION OF FASTENERS TENSION ( F1 ) 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 ( F1 ) 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 | |
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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 column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength