Uniform Building Code |
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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 web ...
... 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 web ...
Page 418
... Bending . Members subject to both axial compression and bending stresses shall be proportioned to satisfy the following requirements . Cmr for F ' er ( 1 - T ) Fu F シン Cmy fou fa ≤ 1.0 . . . . . . ( 3 - la ) + + Fa ( 1 - T ) Fr fa ...
... Bending . Members subject to both axial compression and bending stresses shall be proportioned to satisfy the following requirements . Cmr for F ' er ( 1 - T ) Fu F シン Cmy fou fa ≤ 1.0 . . . . . . ( 3 - la ) + + Fa ( 1 - T ) Fr fa ...
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 bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame 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 partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength