Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 112
... foot may be reduced for each degree of pitch over 20 degrees by S / 40 minus 2 , where " S " is the total snow load in pounds per square foot . When the shape of roof structure as determined by actual test or experience indicates lesser ...
... foot may be reduced for each degree of pitch over 20 degrees by S / 40 minus 2 , where " S " is the total snow load in pounds per square foot . When the shape of roof structure as determined by actual test or experience indicates lesser ...
Page 227
... 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 Load - 20 pounds ...
... 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 Load - 20 pounds ...
Page 503
... foot , cold- or hot - rolled channel 3'6 " 4'0 " 4'0 " 1 " -.410 pound per foot , hot - rolled channel 4'6 " 5'0 " 19 " 12 " 24 " 16 " 12 " 24 " 19 " 12 " Wood Partitions Other Wood or Concrete Metal 669 222 34. 3/4 " - . 3 pound per ...
... foot , cold- or hot - rolled channel 3'6 " 4'0 " 4'0 " 1 " -.410 pound per foot , hot - rolled channel 4'6 " 5'0 " 19 " 12 " 24 " 16 " 12 " 24 " 19 " 12 " Wood Partitions Other Wood or Concrete Metal 669 222 34. 3/4 " - . 3 pound per ...
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