Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 110
... resist the lateral pressure of the retained material in accordance with accepted engineering practice . Walls retaining drained earth may be designed for pressure equivalent to that exerted by a fluid weighing not less than 30 pounds ...
... resist the lateral pressure of the retained material in accordance with accepted engineering practice . Walls retaining drained earth may be designed for pressure equivalent to that exerted by a fluid weighing not less than 30 pounds ...
Page 183
... resist horizon- tal forces imposed by wind , earthquake , or earth pressure , provided such forces are not resisted ... resist horizontal forces in horizontal and ver- Diaphragms tical distributing or resisting elements , provided the ...
... resist horizon- tal forces imposed by wind , earthquake , or earth pressure , provided such forces are not resisted ... resist horizontal forces in horizontal and ver- Diaphragms tical distributing or resisting elements , provided the ...
Page 285
... resist both axial and lateral loads . The depth to resist lateral loads shall be determined by means of the design criteria established herein or other methods approved by the Building Official . 1. Design criteria - nonconstrained ...
... resist both axial and lateral loads . The depth to resist lateral loads shall be determined by means of the design criteria established herein or other methods approved by the Building Official . 1. Design criteria - nonconstrained ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles