Uniform Building Code |
From inside the book
Results 1-3 of 87
Page 270
... 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 when the ...
... 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 when the ...
Page 409
... bending moment , for bracing and other secondary members . = Bending stress permitted in the absence of axial force . = Allowable bending stress in compression flange of plate girders as reduced for hybrid girders or because of large ...
... bending moment , for bracing and other secondary members . = Bending stress permitted in the absence of axial force . = Allowable bending stress in compression flange of plate girders as reduced for hybrid girders or because of large ...
Page 418
... Bending . Members subject to both axial compression and bending stresses shall be proportioned to satisfy the following requirements . fu + F WHEN : Cms for ( 1 ) For F ' er + Cmy foy fa ≤ 1.0 ... ( 3-1a ) ..... 1 Fby F ' Py fu Fa ( 3 ...
... Bending . Members subject to both axial compression and bending stresses shall be proportioned to satisfy the following requirements . fu + F WHEN : Cms for ( 1 ) For F ' er + Cmy foy fa ≤ 1.0 ... ( 3-1a ) ..... 1 Fby F ' Py fu Fa ( 3 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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