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Page 170
makes an angle of 15 degrees or more with the axis of the longitudinal portion of
the bar , or D . Special arrangements of bars with adequate provisions to prevent
slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to ...
makes an angle of 15 degrees or more with the axis of the longitudinal portion of
the bar , or D . Special arrangements of bars with adequate provisions to prevent
slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to ...
Page 175
The number of bars shall be not less than four , nor the diameter less than 38
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 38
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 344
Welding of crossing bars shall be not permitted for assembly of reinforcement .
EXCEPTIONS : 1 . Reinforcing steel not required by design . 2 . When specifically
approved by the building official , welding of crossing bars for assembly purposes
...
Welding of crossing bars shall be not permitted for assembly of reinforcement .
EXCEPTIONS : 1 . Reinforcing steel not required by design . 2 . When specifically
approved by the building official , welding of crossing bars for assembly purposes
...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood