Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 408
International Conference of Building Officials. 2. Axial load and axial load with flexure . ( For axial load with flexure , both axial load and moment nominal strength shall be multiplied by appropriate single value of p . ) Axial tension ...
International Conference of Building Officials. 2. Axial load and axial load with flexure . ( For axial load with flexure , both axial load and moment nominal strength shall be multiplied by appropriate single value of p . ) Axial tension ...
Page 414
... compression reaches its assumed ultimate strain of 0.003 . 3. For flexural members , and for members subject to combined flexure and compressive axial load when the design axial load strength P , is less than the smaller of 0.10f Ag or ...
... compression reaches its assumed ultimate strain of 0.003 . 3. For flexural members , and for members subject to combined flexure and compressive axial load when the design axial load strength P , is less than the smaller of 0.10f Ag or ...
Page 524
... load . Critical moment that can be resisted by a plastically designed member in absence of axial load . = Plastic moment . = Flexural strength of member . N = Length of bearing of applied load . N1 N2 = = P = Pbf Pcr PDL PE Pe Pu P SC ...
... load . Critical moment that can be resisted by a plastically designed member in absence of axial load . = Plastic moment . = Flexural strength of member . N = Length of bearing of applied load . N1 N2 = = P = Pbf Pcr PDL PE Pe Pu P SC ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength