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Page 314
Where beams or brackets are not present on all sides 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 ...
Where beams or brackets are not present on all sides 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 ...
Page 366
The moment of inertia of the slab - beam from the center of the column to the face
of the column , bracket or capital shall be ... The equivalent column shall be
assumed to consist of the actual columns above and below the slab - beam plus
an ...
The moment of inertia of the slab - beam from the center of the column to the face
of the column , bracket or capital shall be ... The equivalent column shall be
assumed to consist of the actual columns above and below the slab - beam plus
an ...
Page 397
Special transverse column reinforcement of one - half the amount otherwise
required by Section 2626 ( g ) 1 shall be required within the connection ,
determined by the depth of the shallowest framing member , where such
members frame into ...
Special transverse column reinforcement of one - half the amount otherwise
required by Section 2626 ( g ) 1 shall be required within the connection ,
determined by the depth of the shallowest framing member , where such
members frame into ...
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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