Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 106
... 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 developed in a manner ...
... 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 developed in a manner ...
Page 147
... Table No. 25 - A for solid sawn stress - grade lumber ; Tables No. 25 - B and No. 25 - C for Douglas fir plywood ... Table No. 25 - A shall apply , except as provided in Table No. 25 - E . The allowable unit stresses as set forth in ...
... Table No. 25 - A for solid sawn stress - grade lumber ; Tables No. 25 - B and No. 25 - C for Douglas fir plywood ... Table No. 25 - A shall apply , except as provided in Table No. 25 - E . The allowable unit stresses as set forth in ...
Page 195
... Table No. 25 - U . Loading shall be as specified in the notes of said table . TABLE NO . 25 - R - ALLOWABLE SPANS FOR CEILING JOISTS USING NONSTRESS - GRADED LUMBER ' MAXIMUM ALLOWABLE SPAN Size of Spacing of ( Feet and Inches ) Ceiling ...
... Table No. 25 - U . Loading shall be as specified in the notes of said table . TABLE NO . 25 - R - ALLOWABLE SPANS FOR CEILING JOISTS USING NONSTRESS - GRADED LUMBER ' MAXIMUM ALLOWABLE SPAN Size of Spacing of ( Feet and Inches ) Ceiling ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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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