Uniform Building Code |
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Page 169
... Axial and Flexural Stresses . Members subject to com- bined axial and flexural stresses shall be so proportioned that the quantity fo fa + shall not exceed 1 Fa WHERE : ༥༠ F. fo Fo = = Computed axial unit stress , determined from total ...
... Axial and Flexural Stresses . Members subject to com- bined axial and flexural stresses shall be so proportioned that the quantity fo fa + shall not exceed 1 Fa WHERE : ༥༠ F. fo Fo = = Computed axial unit stress , determined from total ...
Page 201
... Axial Loading Combined Sec . 2508. ( a ) Flexure and Axial Tension . Members subjected to both flexure and axial tension shall be so proportioned that P / A , M / S + F F does not exceed ONE ( b ) Flexure and Axial Compression . Members ...
... Axial Loading Combined Sec . 2508. ( a ) Flexure and Axial Tension . Members subjected to both flexure and axial tension shall be so proportioned that P / A , M / S + F F does not exceed ONE ( b ) Flexure and Axial Compression . Members ...
Page 331
... axial tension , and for axial tension ... 0.90 2. Axial compression or axial compression combined with bending . A. Reinforced members with spiral reinforcement conforming to Section 2610 ( j ) 2 ..... B. Other reinforced members ...
... axial tension , and for axial tension ... 0.90 2. Axial compression or axial compression combined with bending . A. Reinforced members with spiral reinforcement conforming to Section 2610 ( j ) 2 ..... B. Other reinforced members ...
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