Uniform Building Code, Volume 8International Conference of Building Officials, 1967 - Building laws |
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Page 421
... less than 30 degrees and a corner distance not more than three inches ( 3 ′′ ) . Single U - groove welds in butt and ... less than one - fourth inch ( 1⁄4 " ) , a root face of one - eighth inch ( % " ) , and A. When welded in any ...
... less than 30 degrees and a corner distance not more than three inches ( 3 ′′ ) . Single U - groove welds in butt and ... less than one - fourth inch ( 1⁄4 " ) , a root face of one - eighth inch ( % " ) , and A. When welded in any ...
Page 422
... less than 60 degrees , a root face not more than one - eighth inch ( % " ) and a root opening not less than three- thirty - seconds inch ( " ) . The effective throat thickness shall be taken as three - fourths the thickness of the ...
... less than 60 degrees , a root face not more than one - eighth inch ( % " ) and a root opening not less than three- thirty - seconds inch ( " ) . The effective throat thickness shall be taken as three - fourths the thickness of the ...
Page 614
... less than 66.0 per cent by weight of CaSO4 2 H2O and not less than 0.75 per cent by weight of wood fiber made from a nonstaining wood . Sec . 47.813 . Gypsum wood - fibered plaster shall set in not less than one and one - half nor more ...
... less than 66.0 per cent by weight of CaSO4 2 H2O and not less than 0.75 per cent by weight of wood fiber made from a nonstaining wood . Sec . 47.813 . Gypsum wood - fibered plaster shall set in not less than one and one - half nor more ...
Contents
ternational Conference of Building Officials | 16 |
CHAPTER | 29 |
CHAPTER 24 | 50 |
Copyright | |
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adhesive admixture aggregate allowable load angle apply approximately average bars beams bending bolt BUILDING CODE STANDARD butt joints cent Characteristics and limiting chord compression members compressive strength concrete conform Continued diameter dimension distance Douglas fir edge end joints exceed feet fillet flammable liquids flange flexural glue glued grade gypsum holes Joists and Planks knots lag screw laminations length less lumber masonry maximum measured minimum mixing mortar nails narrow face nominal one-half inch panel parallel to grain permitted piece Pine pitch pockets plywood portland cement pounds per square pozzolan requirements sample scarf joints shake shear shear strength slabs slope of grain spaced species specified splice plate splits square inch steel strength ratio Structural surface Table tabulated loads tanks temperature tensile tensile strength tension test specimens thickness tion U.B.C. Standard Uniform Building Code unit stresses veneer Volume I Sec welds wide face wire