Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 368
... edge of the drop panel to the edge of the column capital . In addition to the other requirements of this section , reinforcement shall have the minimum lengths given in Figure No. 26-1 . Where adjacent spans are unequal , the extension ...
... edge of the drop panel to the edge of the column capital . In addition to the other requirements of this section , reinforcement shall have the minimum lengths given in Figure No. 26-1 . Where adjacent spans are unequal , the extension ...
Page 438
... edge used in the design or in prepara- tion of shop drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the ...
... edge used in the design or in prepara- tion of shop drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the ...
Page 454
... edge distances shall be increased so as to maintain the clear distance from edge of hole to free edge provided by distances tabulated . ' All edge distances in this column may be reduced % inch when the hole is at a point where stress ...
... edge distances shall be increased so as to maintain the clear distance from edge of hole to free edge provided by distances tabulated . ' All edge distances in this column may be reduced % inch when the hole is at a point where stress ...
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