Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 106
... values set forth in Table No. 23 - C , based upon the factors set forth in Table No. 23 - D . The deflection criteria representing the most restrictive condition shall apply . Deflec- tion criteria for materials not specified shall be ...
... values set forth in Table No. 23 - C , based upon the factors set forth in Table No. 23 - D . The deflection criteria representing the most restrictive condition shall apply . Deflec- tion criteria for materials not specified shall be ...
Page 207
... values set forth in Table No. 26 - A . Method 2 shall be em- ployed when strengths in excess of 4000 pounds per ... values including all the compressive strengths called for on the plans . The curve shall be established by at least three ...
... values set forth in Table No. 26 - A . Method 2 shall be em- ployed when strengths in excess of 4000 pounds per ... values including all the compressive strengths called for on the plans . The curve shall be established by at least three ...
Page 283
... values are for footings one foot ( 1 ' ) in width and may be increased in direct proportion to the width of the footing to a maximum of three times the designated value . " For depths greater than eight feet ( 8 ' ) use values given for ...
... values are for footings one foot ( 1 ' ) in width and may be increased in direct proportion to the width of the footing to a maximum of three times the designated value . " For depths greater than eight feet ( 8 ' ) use values given for ...
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