Uniform Building Code |
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Page 165
... Axial and Flexural Stresses . Members subject to com- bined axial and flexural stresses shall be so proportioned that the quantity fa fo shall not exceed 1 Fa Fo WHERE : fa = Computed axial unit stress , determined from total axial load ...
... Axial and Flexural Stresses . Members subject to com- bined axial and flexural stresses shall be so proportioned that the quantity fa fo shall not exceed 1 Fa Fo WHERE : fa = Computed axial unit stress , determined from total axial load ...
Page 194
... 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 Fo 41 ( b ) Flexure and Axial Compression . Members subjected to both ...
... 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 Fo 41 ( b ) Flexure and Axial Compression . Members subjected to both ...
Page 324
... axial design load in compression member . T = cumulative effects of temperature , creep , shrinkage and differential ... axial tension , and for axial tension 0.90 ...... 2. Axial compression or axial compression combined with bending ...
... axial design load in compression member . T = cumulative effects of temperature , creep , shrinkage and differential ... axial tension , and for axial tension 0.90 ...... 2. Axial compression or axial compression combined with bending ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength