Uniform Building Code, Volume 1International Conference of Building Officials, 1961 - Building laws |
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Page 105
... FRAME - VERTICAL LOAD - CARRYING is a space frame designed to carry all vertical loads . SPACE FRAME - MOMENT RESISTING is a vertical load - carrying space frame in which the members and joints are capable of resisting design lateral ...
... FRAME - VERTICAL LOAD - CARRYING is a space frame designed to carry all vertical loads . SPACE FRAME - MOMENT RESISTING is a vertical load - carrying space frame in which the members and joints are capable of resisting design lateral ...
Page 109
... frame capable of resisting not less than 25 per cent of the required seismic load for the structure as a whole . The frame shall be made of a ductile material or a ductile combination of materials . The necessary ductility shall be ...
... frame capable of resisting not less than 25 per cent of the required seismic load for the structure as a whole . The frame shall be made of a ductile material or a ductile combination of materials . The necessary ductility shall be ...
Page 182
... frame construction , spans for planking may be as set forth in Table No. 25 - T . Loading shall be as specified in the notes of said table . Species of lumber are divided into groups as set forth in Table No. 25 - F . Span lengths for ...
... frame construction , spans for planking may be as set forth in Table No. 25 - T . Loading shall be as specified in the notes of said table . Species of lumber are divided into groups as set forth in Table No. 25 - F . Span lengths for ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 19 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliance approved asbestos bars beams bolts Building Official building or structure ceiling cent chimneys clearance Code column combustible compression compression members compressive strength Continued designed diameter Douglas Fir dry standpipes eighteen inches 18 enclosure exceed exit exterior walls fire assembly Fire Zone fire-resistive rating firestopped floor flue or vent foot four inches frame furnaces gauge girders grade Group gypsum heaters height horizontal incombustible materials installed interior joints joists Laminations least live load located lumber masonry maximum metal mortar nails occupant load openings partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resist rivets roof shear sheathing six inches slab smoke pipe space span specified in Chapter specified in Section square feet square inch stairway standpipes steel studs Table tests tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard Ventilation vermiculite vertical width wood