Uniform Building Code Standards |
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Page 1126
... BONDING AGENTS Part Exterior Bonding Agents Based on U.S. Government Military Specification MIL - B - 19235 ( Docks ) December 12 , 1965 ; the 1965 Edition of Standard Specifications of California Lathing and Plastering Contractors ...
... BONDING AGENTS Part Exterior Bonding Agents Based on U.S. Government Military Specification MIL - B - 19235 ( Docks ) December 12 , 1965 ; the 1965 Edition of Standard Specifications of California Lathing and Plastering Contractors ...
Page 1127
... bonding properties . After such exposure the bonding agent shall be subjected to the tensile test described in Subsections 47.103 ( b ) for exterior and 47.106 ( c ) for interior . Part II - Interior Bonding Agents Based on ...
... bonding properties . After such exposure the bonding agent shall be subjected to the tensile test described in Subsections 47.103 ( b ) for exterior and 47.106 ( c ) for interior . Part II - Interior Bonding Agents Based on ...
Page 1128
... bonding compound shall have a minimum tensile strength of 20 pounds per square inch . Test Methods Sec . 47.106 . ( a ) High - temperature Test . The bonding compound shall be tested as specified in Section 47.103 ( c ) . ( b ) Freeze ...
... bonding compound shall have a minimum tensile strength of 20 pounds per square inch . Test Methods Sec . 47.106 . ( a ) High - temperature Test . The bonding compound shall be tested as specified in Section 47.103 ( c ) . ( b ) Freeze ...
Other editions - View all
Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone