Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 162
... A b C = area in square inches of net cross section . = breadth of beam or of cross section in inches . = compression parallel to grain , allowable unit stress in pounds per square inch . = - least dimension of column , in inches . d E = ...
... A b C = area in square inches of net cross section . = breadth of beam or of cross section in inches . = compression parallel to grain , allowable unit stress in pounds per square inch . = - least dimension of column , in inches . d E = ...
Page 221
... pounds per square foot3 ; Dead load weight of floor - Five 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 ...
... pounds per square foot3 ; Dead load weight of floor - Five 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 ...
Page 227
... pounds per square foot . Dead Load— weight of planking and roofing 10 pounds per square foot . Weight of lath and plaster ceiling eight pounds per square foot . Deflection : See Table No. 23 - D . ' For planking placed diagonally across ...
... pounds per square foot . Dead Load— weight of planking and roofing 10 pounds per square foot . Weight of lath and plaster ceiling eight pounds per square foot . Deflection : See Table No. 23 - D . ' For planking placed diagonally across ...
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