Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 311
... lap length , splices shall meet the requirements for Class B splices ( lap of 1 .
31 . ) . ( ii ) If more than one - half of the bars or wires are lap spliced within a
required lap length , splices shall meet the requirements for Class C splices ( lap
of 1 .
... lap length , splices shall meet the requirements for Class B splices ( lap of 1 .
31 . ) . ( ii ) If more than one - half of the bars or wires are lap spliced within a
required lap length , splices shall meet the requirements for Class C splices ( lap
of 1 .
Page 356
pos s 0.115,1V 2012 formed wire in tension shall be computed as the product of
the basic development length of ( f ) 1 and the applicable modification factor or
factors of ( 7 ) 2 , ( f ) 3 and ( f ) 4 , but l , shall be not less than that specified in ( f )
5 ...
pos s 0.115,1V 2012 formed wire in tension shall be computed as the product of
the basic development length of ( f ) 1 and the applicable modification factor or
factors of ( 7 ) 2 , ( f ) 3 and ( f ) 4 , but l , shall be not less than that specified in ( f )
5 ...
Page 357
excess bar area is provided , the l , length may be reduced by the ratio of
required area to area provided . The development length may be reduced 25
percent when the reinforcement is enclosed by spirals not less than 14 inch in
diameter and ...
excess bar area is provided , the l , length may be reduced by the ratio of
required area to area provided . The development length may be reduced 25
percent when the reinforcement is enclosed by spirals not less than 14 inch in
diameter and ...
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
68 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood
Bibliographic information
| Title | Uniform Building Code Engineering special collection |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1979 |
| Original from | the University of Michigan |
| Digitized | 9 Nov 2007 |
| Export Citation | BiBTeX EndNote RefMan |