Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 144
... lateral load is provided by shear walls or braced frames . C. Building frame system . A structural system with an essentially complete space frame providing support for gravity loads . Resistance to lateral load is provided by shear ...
... lateral load is provided by shear walls or braced frames . C. Building frame system . A structural system with an essentially complete space frame providing support for gravity loads . Resistance to lateral load is provided by shear ...
Page 206
... lateral support provided by ties and no bar shall be farther than 6 inches from such laterally supported bar . Lateral ties and longitudinal bars shall be placed not less than 1 1/2 inches and not more than 5 inches from the surface of ...
... lateral support provided by ties and no bar shall be farther than 6 inches from such laterally supported bar . Lateral ties and longitudinal bars shall be placed not less than 1 1/2 inches and not more than 5 inches from the surface of ...
Page 234
... lateral displacement , and the ends at points of bearing have lateral support to prevent rotation , the unsupported length 7 may be taken as zero . When lateral support is provided to prevent rotation at the points of end bearing but no ...
... lateral displacement , and the ends at points of bearing have lateral support to prevent rotation , the unsupported length 7 may be taken as zero . When lateral support is provided to prevent rotation at the points of end bearing but 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