Uniform Building Code Standards |
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Page 157
... 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 exceed 1/2 inch . Every effort shall be made to produce closely butted core joints . Where plugged ...
... 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 exceed 1/2 inch . Every effort shall be made to produce closely butted core joints . Where plugged ...
Page 161
... 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 shall not crack , shrink ...
... 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 shall not crack , shrink ...
Page 388
... 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 . This reduction applies to exterior stringers whose clear ...
... 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 . This reduction applies to exterior stringers whose clear ...
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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