Uniform Building Code Standards |
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Page 895
... sheet steel to sheet steel to be arc seam welded in the horizontal position . Two test assemblies are required . In the case of sheet to supporting member , two rectangular pieces ( four for double thicknesses ) of material wider than 3 ...
... sheet steel to sheet steel to be arc seam welded in the horizontal position . Two test assemblies are required . In the case of sheet to supporting member , two rectangular pieces ( four for double thicknesses ) of material wider than 3 ...
Page 897
... Sheet steel to supporting member qualifies for sheet steel to supporting member for a given position of welding and thickness of sheet steel . Sheet steel to sheet steel qualifies for sheet steel to sheet steel and also sheet steel to ...
... Sheet steel to supporting member qualifies for sheet steel to supporting member for a given position of welding and thickness of sheet steel . Sheet steel to sheet steel qualifies for sheet steel to sheet steel and also sheet steel to ...
Page 907
... sheet to sheet H FH V FHV OH F HOH Fillet - welded T- or lap joint , sheet to sheet , or sheet to supporting member Fillet - welded F F T - joint , sheet H FH to supporting member V FHV OH F HOH Thickness 2 Bend tested and thicker ...
... sheet to sheet H FH V FHV OH F HOH Fillet - welded T- or lap joint , sheet to sheet , or sheet to supporting member Fillet - welded F F T - joint , sheet H FH to supporting member V FHV OH F HOH Thickness 2 Bend tested and thicker ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone