Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 146
... pounds per square inch . = = depth of section , in inches . horizontal shear , allowable unit stress in pounds per square inch . = moment of inertia of member . = span in inches or laterally unsupported length of a column in inches ...
... pounds per square inch . = = depth of section , in inches . horizontal shear , allowable unit stress in pounds per square inch . = moment of inertia of member . = span in inches or laterally unsupported length of a column in inches ...
Page 199
... pounds per square foot . Dead Load- weight of planking and finish flooring seven pounds per square foot . Weight of lath and plaster ceiling eight pounds per square foot . The allowable spans for Groups I , II and III have been reduced ...
... pounds per square foot . Dead Load- weight of planking and finish flooring seven pounds per square foot . Weight of lath and plaster ceiling eight pounds per square foot . The allowable spans for Groups I , II and III have been reduced ...
Page 228
... pounds per square inch for intermediate- grade steel and 20,000 pounds per square inch for rail or hard - grade steel . ' = ratio of the effective cross - sectional area of vertical reinforcement to the gross area , A ,. 2. Vertical ...
... pounds per square inch for intermediate- grade steel and 20,000 pounds per square inch for rail or hard - grade steel . ' = ratio of the effective cross - sectional area of vertical reinforcement to the gross area , A ,. 2. Vertical ...
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