Uniform Building Code Standards |
From inside the book
Results 1-3 of 73
Page 321
Part V - Light Metal Plate Connected Wood Truss Design Based on Design
Specification for Light Metal Plate Connected Wood Trusses , TPI - 68 of the
Truss Plate Institute Scope Sec . 25 . 1733 . This standard shall cover
requirements for the ...
Part V - Light Metal Plate Connected Wood Truss Design Based on Design
Specification for Light Metal Plate Connected Wood Trusses , TPI - 68 of the
Truss Plate Institute Scope Sec . 25 . 1733 . This standard shall cover
requirements for the ...
Page 736
qualifies for flat position groove welding of pipe , tubing and plate , flat and
horizontal position fillet welding of pipe and tubing , and flat and horizontal
position fillet welding of plate . B . Qualification in the 2G ( pipe vertical ) position
qualifies for ...
qualifies for flat position groove welding of pipe , tubing and plate , flat and
horizontal position fillet welding of pipe and tubing , and flat and horizontal
position fillet welding of plate . B . Qualification in the 2G ( pipe vertical ) position
qualifies for ...
Page 942
Design stresses for framing lumber shall be based on use under dry conditions (
19 percent maximum moisture content ) , except that stresses for footing plates
and crawl space framing shall be based on use under wet conditions . Design ...
Design stresses for framing lumber shall be based on use under dry conditions (
19 percent maximum moisture content ) , except that stresses for footing plates
and crawl space framing shall be based on use under wet conditions . Design ...
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 angle applied approximately average bars base beam bearing bending bolt cement characteristics checks combination compression compression stress concrete conform connections considered construction containing Continued covers deck depth determined diameter dimensions direction distance edge effective electrode equal exceed face feet Figure fillet flange foot given grade grain greater groove Group holes horizontal inch joint joists knots laminations least length less limited load lumber material maximum measured medium metal method nominal panel parallel percent permitted piece pine pitch placed plate plywood position pounds procedure properties qualification removed requirements sample Section shear sheet shown side slope spacing specified square standard steel stiffeners strength stress structural stud supporting surface Table temperature tension test specimens thickness Type Uniform Building Code unit values weight weld wide width wire wood Zone