Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 51
... maximum height and number of stories of Maximum every building shall be dependent upon the character of the Height of occupancy and the type of construction , and shall not exceed Buildings the limits set forth in Table No. 5 - D ...
... maximum height and number of stories of Maximum every building shall be dependent upon the character of the Height of occupancy and the type of construction , and shall not exceed Buildings the limits set forth in Table No. 5 - D ...
Page 234
... maximum combined compressive stress in the concrete shall not exceed 0.45ƒ'c . For such cases the tensile steel stress shall also be investigated . ( j ) Walls . 1. Lateral and eccentric loads . Walls shall be designed for any lateral ...
... maximum combined compressive stress in the concrete shall not exceed 0.45ƒ'c . For such cases the tensile steel stress shall also be investigated . ( j ) Walls . 1. Lateral and eccentric loads . Walls shall be designed for any lateral ...
Page 268
... Maximum Edge Distance . The maximum distance from the center of any rivet or bolt to the nearest edge of parts in contact with one another shall be 12 times the thick- ness of the plate , but shall not exceed six inches ( 6 ′′ ) . Sec ...
... Maximum Edge Distance . The maximum distance from the center of any rivet or bolt to the nearest edge of parts in contact with one another shall be 12 times the thick- ness of the plate , but shall not exceed six inches ( 6 ′′ ) . Sec ...
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