Uniform Building Code Standards |
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Page 157
Crossband gaps or center gaps , except as noted for plugged crossband and
jointed crossband shall not exceed 1 inch in width for a depth of 8 inches (
measured from panel edge ) and the average of all gaps occurring in a panel
shall not ...
Crossband gaps or center gaps , except as noted for plugged crossband and
jointed crossband shall not exceed 1 inch in width for a depth of 8 inches (
measured from panel edge ) and the average of all gaps occurring in a panel
shall not ...
Page 161
Synthetic veneer repairs shall not exceed 4 inches in width . Synthetic panel
repairs shall not exceed 21 / 4 inches in width . Shims are permitted . Synthetic
shims shall completely fill kerfs or voids ; shall present a smooth level surface ;
and ...
Synthetic veneer repairs shall not exceed 4 inches in width . Synthetic panel
repairs shall not exceed 21 / 4 inches in width . Shims are permitted . Synthetic
shims shall completely fill kerfs or voids ; shall present a smooth level surface ;
and ...
Page 388
The shear between interior ribs and plywood skin shall not exceed the values set
forth in Table No . 25 - B of the Uniform Building Code for rolling shear . The
allowable working stresses shall be reduced 50 percent at exterior ribs .
The shear between interior ribs and plywood skin shall not exceed the values set
forth in Table No . 25 - B of the Uniform Building Code for rolling shear . The
allowable working stresses shall be reduced 50 percent at exterior ribs .
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
accordance aggregate allowable applied assembly average beam bending bolt cement characteristics checks coating combination compression compression stress concrete conform connections construction containing Continued covers cross depth determined diameter dimensions direction distance door edge effective element end joints equal exceed face feet Figure fire flange foot grade grain greater Group holes inches joists knots laminations least length less light limited load located lumber manufacturer material maximum measured medium method moisture nominal panel parallel percent period permitted piece pine pitch placed plate plywood pounds pressure procedures requirements sample Section shear sheet shown side slope sound spaced specified square steel stiffeners strength stress structural surface Table temperature tension test specimens thickness Type U.B.C. Standard Uniform Building Code unit values weight welds wide width wire wood Zone