Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 309
The clear distance between parallel bars in ... reinforcement is placed in two or
more layers , the bars in the upper layers shall be placed directly above those in
the bottom layer with the clear distance between layers not less than 1 inch .
The clear distance between parallel bars in ... reinforcement is placed in two or
more layers , the bars in the upper layers shall be placed directly above those in
the bottom layer with the clear distance between layers not less than 1 inch .
Page 342
... stirrups , closed ties or spirals combined with longitudinal bars . 7. Stirrups and
other bars or wires used as shear or torsion reinforcement shall extend to a
distance d from the extreme compression fiber and shall be anchored at both
ends ...
... stirrups , closed ties or spirals combined with longitudinal bars . 7. Stirrups and
other bars or wires used as shear or torsion reinforcement shall extend to a
distance d from the extreme compression fiber and shall be anchored at both
ends ...
Page 438
Except as required in paragraph 1 , the minimum distance from the center of a
rivet or bolt hole to any edge used in the design or in preparation of shop
drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance .
Except as required in paragraph 1 , the minimum distance from the center of a
rivet or bolt hole to any edge used in the design or in preparation of shop
drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance .
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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