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Page 166
slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to
be considered effective as web reinforcement shall be anchored at both ends . 3 .
Stirrups . The area of steel required in stirrups placed perpendicular to the ...
slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to
be considered effective as web reinforcement shall be anchored at both ends . 3 .
Stirrups . The area of steel required in stirrups placed perpendicular to the ...
Page 171
The number of bars shall be not less than four , nor the diameter less than % inch
. The maximum size of bar shall be No . 10 . Where lapped splices are used , the
amount of lap shall be sufficient to transfer the working stress by bond but in no ...
The number of bars shall be not less than four , nor the diameter less than % inch
. The maximum size of bar shall be No . 10 . Where lapped splices are used , the
amount of lap shall be sufficient to transfer the working stress by bond but in no ...
Page 309
Welding of crossing bars shall not be permitted for assembly of reinforcement
unless approved . 2 . Tolerances . Unless otherwise approved , reinforcement ,
prestressing steel and prestressing steel ducts shall be placed within the
following ...
Welding of crossing bars shall not be permitted for assembly of reinforcement
unless approved . 2 . Tolerances . Unless otherwise approved , reinforcement ,
prestressing steel and prestressing steel ducts shall be placed within the
following ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield