Uniform Building Code Standards |
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Page 323
... column design , in accordance with Chapter 25 of the Uniform Building Code . Spaced Wood Columns Sec . 25.1502 . Wood columns shall be designed in accordance with the following formulas and requirements : A = area of column cross ...
... column design , in accordance with Chapter 25 of the Uniform Building Code . Spaced Wood Columns Sec . 25.1502 . Wood columns shall be designed in accordance with the following formulas and requirements : A = area of column cross ...
Page 324
... column length / and , if so located , connectors are not required for this block . If there are two or more spacer ... columns . For spaced columns with individual members 324 25-15 U.B.C. STANDARDS.
... column length / and , if so located , connectors are not required for this block . If there are two or more spacer ... columns . For spaced columns with individual members 324 25-15 U.B.C. STANDARDS.
Page 1096
... Columns Sec . 43.903 . ( a ) Procedures . These procedures establish a basis for determining the fire resistance of column assemblies as a function of the thickness of fire - protection material and the weight ( W ) and heated perimeter ...
... Columns Sec . 43.903 . ( a ) Procedures . These procedures establish a basis for determining the fire resistance of column assemblies as a function of the thickness of fire - protection material and the weight ( W ) and heated perimeter ...
Other editions - View all
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