Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 154
... resisting system shall be used to resist design forces . The individual components shall be designed to resist the pre- scribed design seismic forces acting on them . The components shall also comply with the specific requirements for ...
... resisting system shall be used to resist design forces . The individual components shall be designed to resist the pre- scribed design seismic forces acting on them . The components shall also comply with the specific requirements for ...
Page 458
... resist that portion of column strip moments not resisted by beams . 5. Factored moments in beams . Beams between supports shall be propor- tioned to resist 85 percent of column strip moments if ( al / l ) is equal to or greater than 1.0 ...
... resist that portion of column strip moments not resisted by beams . 5. Factored moments in beams . Beams between supports shall be propor- tioned to resist 85 percent of column strip moments if ( al / l ) is equal to or greater than 1.0 ...
Page 484
... resist tensile stresses from internal membrane forces , to resist bending and twisting moments , to control shrinkage and temperature cracking and as special reinforcement as shell boundaries , load attachments and shell openings . 2 ...
... resist tensile stresses from internal membrane forces , to resist bending and twisting moments , to control shrinkage and temperature cracking and as special reinforcement as shell boundaries , load attachments and shell openings . 2 ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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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