Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 208
... distance requirement applies to the clear distance between a contact splice and adjacent splices or bars . The minimum clear distance between parallel bars in columns shall be two and one - half times the bar diameter . The clear ...
... distance requirement applies to the clear distance between a contact splice and adjacent splices or bars . The minimum clear distance between parallel bars in columns shall be two and one - half times the bar diameter . The clear ...
Page 553
... distance between centers of standard , oversized or slotted fastener holes shall be not less than 23d nor less than that required by Subsection 2 below , if applicable . WHERE : d = the nominal diameter of the fastener , inches . 2 ...
... distance between centers of standard , oversized or slotted fastener holes shall be not less than 23d nor less than that required by Subsection 2 below , if applicable . WHERE : d = the nominal diameter of the fastener , inches . 2 ...
Page 656
... Distance to Exits . 1. The distance from any point in a room shall be not more than 75 feet from an exit corridor , an enclosed stairway or the exterior of the building . EXCEPTIONS : 1. In buildings not more than two stories in height ...
... Distance to Exits . 1. The distance from any point in a room shall be not more than 75 feet from an exit corridor , an enclosed stairway or the exterior of the building . EXCEPTIONS : 1. In buildings not more than two stories in height ...
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