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Page 188
allowable unit stress for extreme fiber in bending , adjusted for slenderness . =
actual unit stress for extreme fiber in bending . F . = allowable unit stress in
compression parallel to grain . F . = allowable unit stress in compression parallel
to grain ...
allowable unit stress for extreme fiber in bending , adjusted for slenderness . =
actual unit stress for extreme fiber in bending . F . = allowable unit stress in
compression parallel to grain . F . = allowable unit stress in compression parallel
to grain ...
Page 197
For the curved portion of members , the allowable unit stress in bending shall be
modified by multiplication by the following curvature factor : C . = 1 - 2000 ( R ) in
which t = thickness of lamination in inches . R = radius of curvature of inside face
...
For the curved portion of members , the allowable unit stress in bending shall be
modified by multiplication by the following curvature factor : C . = 1 - 2000 ( R ) in
which t = thickness of lamination in inches . R = radius of curvature of inside face
...
Page 264
Unit stresses for bending members are based on a depth of members of 12
inches or less . For members greater than 12 inches in depth , the size effect
factor is applicable . " Allowable stresses for dry conditions of use shall be
applicable ...
Unit stresses for bending members are based on a depth of members of 12
inches or less . For members greater than 12 inches in depth , the size effect
factor is applicable . " Allowable stresses for dry conditions of use shall be
applicable ...
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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