Uniform Building Code Standards |
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Page 323
... Spaced Wood Columns Sec . 25.1502 . Wood columns shall be designed in accordance with the following formulas and ... spaced columns , inches . dimension of wide face of individual member , inches . modulus of elasticity . = distances ...
... Spaced Wood Columns Sec . 25.1502 . Wood columns shall be designed in accordance with the following formulas and ... spaced columns , inches . dimension of wide face of individual member , inches . modulus of elasticity . = distances ...
Page 324
... spaced column and the portion of the web members between the individual pieces making up a spaced column may be considered as the end blocks . For spaced column web members , joints at the tension chord may be considered stayed ...
... spaced column and the portion of the web members between the individual pieces making up a spaced column may be considered as the end blocks . For spaced column web members , joints at the tension chord may be considered stayed ...
Page 964
... spaced not more than five times the face width of each board . Rows of nails at edges of core shall be about 11⁄2 inches from each edge . Nails in vertical edge rows shall be placed not more than the face width of each board and shall ...
... spaced not more than five times the face width of each board . Rows of nails at edges of core shall be about 11⁄2 inches from each edge . Nails in vertical edge rows shall be placed not more than the face width of each board and shall ...
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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