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Page 361
A , = maximum area of the portion of the supporting surface that is geometrically
similar to and concentric with the loaded area . b = width of compression face of
member , inches . c = distance from extreme compression fiber to neutral axis ...
A , = maximum area of the portion of the supporting surface that is geometrically
similar to and concentric with the loaded area . b = width of compression face of
member , inches . c = distance from extreme compression fiber to neutral axis ...
Page 365
( i ) Design Dimensions for Compression Members . 1 . Isolated compression
member with multiple spirals . Outer limits of the effective cross section of a
compression member with two or more interlocking spirals shall be taken at a
distance ...
( i ) Design Dimensions for Compression Members . 1 . Isolated compression
member with multiple spirals . Outer limits of the effective cross section of a
compression member with two or more interlocking spirals shall be taken at a
distance ...
Page 366
( k ) Slenderness Effects in Compression Members . 1 . Design of compression
members shall be based on forces and moments determined from analysis of the
structure . Such analysis shall take into account influence of axial loads and ...
( k ) Slenderness Effects in Compression Members . 1 . Design of compression
members shall be based on forces and moments determined from analysis of the
structure . Such analysis shall take into account influence of axial loads and ...
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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