Uniform Building Code Standards |
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Page 179
... exceed 4 inches in width . Synthetic panel repairs shall not exceed 24 inches in width . Where grades having C - Plugged face veneer are specified as fully sanded , sanding defects shall be the same as admitted under B grade . Sander ...
... exceed 4 inches in width . Synthetic panel repairs shall not exceed 24 inches in width . Where grades having C - Plugged face veneer are specified as fully sanded , sanding defects shall be the same as admitted under B grade . Sander ...
Page 209
... exceed plus or minus 0.008 inch and cup should not exceed 1/32 inch for each inch of width for lumber nominal 1 inch and less in thickness and should not exceed 4 inch for each inch of width for lumber over nominal 1 - inch thickness ...
... exceed plus or minus 0.008 inch and cup should not exceed 1/32 inch for each inch of width for lumber nominal 1 inch and less in thickness and should not exceed 4 inch for each inch of width for lumber over nominal 1 - inch thickness ...
Page 363
... 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 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