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Page 195
... factor . Сс = curvature factor . CF = size effect factor . C = form factor . Cs = slenderness factor . c = distance from neutral axis to extreme fiber . D = diameter . d = depth of rectangular member , or least dimension of compression ...
... factor . Сс = curvature factor . CF = size effect factor . C = form factor . Cs = slenderness factor . c = distance from neutral axis to extreme fiber . D = diameter . d = depth of rectangular member , or least dimension of compression ...
Page 206
International Conference of Building Officials. When the slenderness factor C , does not exceed 10 , the full allowable unit stress in bending , F¿ , may be used . When the slenderness factor C , is greater than 10 , but does not exceed ...
International Conference of Building Officials. When the slenderness factor C , does not exceed 10 , the full allowable unit stress in bending , F¿ , may be used . When the slenderness factor C , is greater than 10 , but does not exceed ...
Page 207
... factors . Adjustment of bending stress for depth factor is not cumulative with adjustment for slenderness factor . ( e ) Tapered Faces . No sawn tapered cuts shall be permitted on the ten- sion face of any simple beam . Pitched or ...
... factors . Adjustment of bending stress for depth factor is not cumulative with adjustment for slenderness factor . ( e ) Tapered Faces . No sawn tapered cuts shall be permitted on the ten- sion face of any simple beam . Pitched or ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength