Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 182
... computed axial compressive stress due to design axial load . fb fmd fs fy fv f'm Fa Fb - = = = computed flexural stress in the extreme fiber due to design bending loads only . computed compressive stress in masonry due to dead load only ...
... computed axial compressive stress due to design axial load . fb fmd fs fy fv f'm Fa Fb - = = = computed flexural stress in the extreme fiber due to design bending loads only . computed compressive stress in masonry due to dead load only ...
Page 419
... computed end eccentricities are less than ( 0.6 + 0.03h ) inches , computed end moments may be used to evaluate M1 / M26 in Formula ( 10-12 ) . ( ii ) If computations show that there is essentially no moment at both ends of a braced ...
... computed end eccentricities are less than ( 0.6 + 0.03h ) inches , computed end moments may be used to evaluate M1 / M26 in Formula ( 10-12 ) . ( ii ) If computations show that there is essentially no moment at both ends of a braced ...
Page 427
... computed by Formula ( 11- 7 ) is negative , V , shall be computed by Formula ( 11-8 ) . C. For members subject to significant axial tension , V1 N = 2 ( 1 + 500 ) VT.b. where N , is negative for tension . Quantity N / A shall be ...
... computed by Formula ( 11- 7 ) is negative , V , shall be computed by Formula ( 11-8 ) . C. For members subject to significant axial tension , V1 N = 2 ( 1 + 500 ) VT.b. where N , is negative for tension . Quantity N / A shall be ...
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