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Page 331
... members , and for members under combined flexure and axial load controlled by Section 2609 ( c ) 2 D , the ... flexural member . 6. All members subjected to a compression load shall be designed for an eccentricity e equal to the greatest ...
... members , and for members under combined flexure and axial load controlled by Section 2609 ( c ) 2 D , the ... flexural member . 6. All members subjected to a compression load shall be designed for an eccentricity e equal to the greatest ...
Page 376
... be assumed when all of the following are satisfied : the contact surfaces are clean and intentionally roughened ; minimum ties are provided in accordance with Section 376 2617 UNIFORM BUILDING CODE Composite Concrete Flexural Members.
... be assumed when all of the following are satisfied : the contact surfaces are clean and intentionally roughened ; minimum ties are provided in accordance with Section 376 2617 UNIFORM BUILDING CODE Composite Concrete Flexural Members.
Page 393
... flexural member . Flexural members framing into columns shall be subject to a rational joint analysis . 2. Reinforcement . All flexural members shall have a minimum rein- forcement ratio , for top and for bottom reinforcement , of 200 ...
... flexural member . Flexural members framing into columns shall be subject to a rational joint analysis . 2. Reinforcement . All flexural members shall have a minimum rein- forcement ratio , for top and for bottom reinforcement , of 200 ...
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