Uniform Building Code Standards |
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Page 184
... Panels . Panels shall be tested in accordance with Section 25.916 ( a ) . If the average ultimate stress of the three test specimens of any one panel is less than 4000 psi for panels of Group 1 species , or less than 2800 psi for panels ...
... Panels . Panels shall be tested in accordance with Section 25.916 ( a ) . If the average ultimate stress of the three test specimens of any one panel is less than 4000 psi for panels of Group 1 species , or less than 2800 psi for panels ...
Page 185
... panels are not acceptable . ( e ) Sampling for Panel Grade Reinspections . Grade reinspections may include all panels of an item whose grade is in dispute . However , when approved , a reduced basis for sampling consisting of at least ...
... panels are not acceptable . ( e ) Sampling for Panel Grade Reinspections . Grade reinspections may include all panels of an item whose grade is in dispute . However , when approved , a reduced basis for sampling consisting of at least ...
Page 189
... Panels and Interior - type Panels Bonded with Exterior or Intermediate Glue . Ten test specimens shall be cut at random along each joint from panels selected as directed in Subsection 25.916 ( c ) . The specimens shall be prepared ...
... Panels and Interior - type Panels Bonded with Exterior or Intermediate Glue . Ten test specimens shall be cut at random along each joint from panels selected as directed in Subsection 25.916 ( c ) . The specimens shall be prepared ...
Other editions - View all
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