Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 229
... allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slender- = = = ness . actual unit stress for extreme fiber in bending . allowable unit stress in compression ...
... allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slender- = = = ness . actual unit stress for extreme fiber in bending . allowable unit stress in compression ...
Page 582
International Conference of Building Officials. F Fa Fb Fbu buw = = = = allowable compressive stress for member considered as an axially loaded column , ksi . allowable compressive stress for member considered as a beam , ksi . bearing ...
International Conference of Building Officials. F Fa Fb Fbu buw = = = = allowable compressive stress for member considered as an axially loaded column , ksi . allowable compressive stress for member considered as a beam , ksi . bearing ...
Page 600
... Allowable compressive stresses greater than those specified in Section 2909 shall be permitted when substantiat- ing ... Allowable stresses . The allowable unit stresses for round wood piles shall not exceed those set forth in Table No ...
... Allowable compressive stresses greater than those specified in Section 2909 shall be permitted when substantiat- ing ... Allowable stresses . The allowable unit stresses for round wood piles shall not exceed those set forth in Table No ...
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