Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
From inside the book
Results 1-3 of 83
Page 217
... strength . Design strength provided by the shear wall cross section in terms of axial force , shear and moment shall be computed as the nominal strength multiplied by the strength reduction factor . Shear walls shall be proportioned ...
... strength . Design strength provided by the shear wall cross section in terms of axial force , shear and moment shall be computed as the nominal strength multiplied by the strength reduction factor . Shear walls shall be proportioned ...
Page 582
... strength , ksi . bearing ultimate strength within 1.0 inch of a weld , ksi . Fby = bearing yield strength , ksi . Fbyw F C Fey cy Feyw Fec Fn F F F pw F1 F su F suw Fsv sy Syw F tu tuw Fry ty Fryw = = = = = = = = bearing yield strength ...
... strength , ksi . bearing ultimate strength within 1.0 inch of a weld , ksi . Fby = bearing yield strength , ksi . Fbyw F C Fey cy Feyw Fec Fn F F F pw F1 F su F suw Fsv sy Syw F tu tuw Fry ty Fryw = = = = = = = = bearing yield strength ...
Page 591
... strength , nu F.S. on yield strength , n , .. 2. Columns F.S. on buckling strength , n ,, . F.S. on crippling strength of thin sections , n „ · F.S. on yield strength for short columns , n 3. Beams F.S. on tensile strength , n F.S. on ...
... strength , nu F.S. on yield strength , n , .. 2. Columns F.S. on buckling strength , n ,, . F.S. on crippling strength of thin sections , n „ · F.S. on yield strength for short columns , n 3. Beams F.S. on tensile strength , n F.S. on ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
97 other sections not shown
Other editions - View all
Common terms and phrases
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