Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 310
... splices of bundled bars shall be based on the lap splice length re- quired for individual bars of the same size as the bars spliced , and such in- dividual splices within the bundle shall not overlap each other . The length of lap , as ...
... splices of bundled bars shall be based on the lap splice length re- quired for individual bars of the same size as the bars spliced , and such in- dividual splices within the bundle shall not overlap each other . The length of lap , as ...
Page 311
... Splices in regions where the maximum computed design load stress in the bar or wire equals or exceeds 0.5f , shall ... splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or ...
... Splices in regions where the maximum computed design load stress in the bar or wire equals or exceeds 0.5f , shall ... splices shall meet the requirements for Class B splices ( lap of 1.3 ) . ( ii ) If more than one - half of the bars or ...
Page 312
... splices or positive connections . Welded splices or positive connections used in compression shall meet the requirements of Section 2607 ( f ) 2 . ( i ) Splices of Welded Smooth Wire Fabric . Lapped splices in regions where the maximum ...
... splices or positive connections . Welded splices or positive connections used in compression shall meet the requirements of Section 2607 ( f ) 2 . ( i ) Splices of Welded Smooth Wire Fabric . Lapped splices in regions where the maximum ...
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 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