Uniform Building Code Standards |
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Page 392
... flange and compression flange corresponds to allowable values for t and c , respectively . Also see Section 25.1815 ( a ) 3 and 5 . I = net moment of inertia in inches to the fourth power of all continuous parallel grain material in the ...
... flange and compression flange corresponds to allowable values for t and c , respectively . Also see Section 25.1815 ( a ) 3 and 5 . I = net moment of inertia in inches to the fourth power of all continuous parallel grain material in the ...
Page 394
... Flange - web shear ( rolling shear ) . For beams having one or two webs , the allow- able flange - web shear on pressure - glued or nail - glued systems shall not exceed the value established by the following formula : V = ( nsdl ) ...
... Flange - web shear ( rolling shear ) . For beams having one or two webs , the allow- able flange - web shear on pressure - glued or nail - glued systems shall not exceed the value established by the following formula : V = ( nsdl ) ...
Page 408
... flanges shall be visually inspected after cutting for size of knots . Pieces containing knots in face or back plies larger than two thirds of the flange width shall not be used in fabricating flanges for all - plywood beams . ( b ) Glue ...
... flanges shall be visually inspected after cutting for size of knots . Pieces containing knots in face or back plies larger than two thirds of the flange width shall not be used in fabricating flanges for all - plywood beams . ( b ) Glue ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone