Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 162
... pounds per square inch . = moment of inertia of member . = span in inches or laterally unsupported length of a column in inches . = allowable unit stress on inclined surface in pounds per square inch . total load in pounds ...
... pounds per square inch . = moment of inertia of member . = span in inches or laterally unsupported length of a column in inches . = allowable unit stress on inclined surface in pounds per square inch . total load in pounds ...
Page 221
... pounds per square foot - plus weight of joists ; eight pounds per square foot - weight of lath and plaster ; Deflection with or without plaster - Not to exceed 1 / 360th of the span with live load nor 1 / 240th with dead load and live ...
... pounds per square foot - plus weight of joists ; eight pounds per square foot - weight of lath and plaster ; Deflection with or without plaster - Not to exceed 1 / 360th of the span with live load nor 1 / 240th with dead load and live ...
Page 227
... 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 to values shown based upon practical field problems and experience . Roof : Live ...
... 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 to values shown based upon practical field problems and experience . Roof : Live ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength