Uniform Building Code Standards |
From inside the book
Results 1-3 of 83
Page 540
The average spacing or distance between deformations on each side of the bar
shall not exceed seven tenths of the nominal diameter of the bar . The average
spacing shall be determined by dividing a measured length of the bar specimen
by ...
The average spacing or distance between deformations on each side of the bar
shall not exceed seven tenths of the nominal diameter of the bar . The average
spacing shall be determined by dividing a measured length of the bar specimen
by ...
Page 563
The average spacing or distance between deformations on both sides of the bar
shall not exceed seven tenths of the nominal diameter of the bar . The minimum
height and minimum projected area of the deformations shall conform to the ...
The average spacing or distance between deformations on both sides of the bar
shall not exceed seven tenths of the nominal diameter of the bar . The minimum
height and minimum projected area of the deformations shall conform to the ...
Page 782
The finished diameter of holes for cold - driven rivets shall be not more than 4
percent greater than the nominal diameter of the rivet . 3 . The finished diameter
of holes for hot - driven rivets shall be not more than 7 percent greater than the ...
The finished diameter of holes for cold - driven rivets shall be not more than 4
percent greater than the nominal diameter of the rivet . 3 . The finished diameter
of holes for hot - driven rivets shall be not more than 7 percent greater than the ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Other editions - View all
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