Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 314
... column , ties shall extend above the termination of the spiral to the bottom of the slab or drop panel . In a column with a capital , the spiral shall extend to a plane at which the diameter or width of the capital is twice that of the ...
... column , ties shall extend above the termination of the spiral to the bottom of the slab or drop panel . In a column with a capital , the spiral shall extend to a plane at which the diameter or width of the capital is twice that of the ...
Page 396
International Conference of Building Officials. the column over a length equal to the maximum column dimension or one- sixth of the clear height of the column , but not less than 18 inches from either face of the joint . D. At any ...
International Conference of Building Officials. the column over a length equal to the maximum column dimension or one- sixth of the clear height of the column , but not less than 18 inches from either face of the joint . D. At any ...
Page 397
... column and whose width is at least three - fourths the column width . When a corner of a tied column , un- confined by flexural members , exceeds 4 inches , the full special transverse reinforcement shall be provided through the ...
... column and whose width is at least three - fourths the column width . When a corner of a tied column , un- confined by flexural members , exceeds 4 inches , the full special transverse reinforcement shall be provided through the ...
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