Uniform Building Code Standards |
From inside the book
Results 1-3 of 82
Page 336
... load perpendicular to grain shall not exceed the load parallel to grain for any given size and quality of timbers . ( d ) Steel Plates . When steel plates are used for side members , the tabulated loads for parallel - to - grain loading ...
... load perpendicular to grain shall not exceed the load parallel to grain for any given size and quality of timbers . ( d ) Steel Plates . When steel plates are used for side members , the tabulated loads for parallel - to - grain loading ...
Page 345
... loads act perpendicular to the grain , the lag screw is inserted perpendic- ular to the grain ( i.e. , in the side grain of the main member ) . ( e ) Withdrawal Loads in Side Grain . The allowable load for lag screws in withdrawal from ...
... loads act perpendicular to the grain , the lag screw is inserted perpendic- ular to the grain ( i.e. , in the side grain of the main member ) . ( e ) Withdrawal Loads in Side Grain . The allowable load for lag screws in withdrawal from ...
Page 350
... load shall be applied . Any required attic loading shall be considered as dead load and shall be applied to the bottom chord . An immediate reading of dead load deflections may be taken or , at the option of the person conducting the ...
... load shall be applied . Any required attic loading shall be considered as dead load and shall be applied to the bottom chord . An immediate reading of dead load deflections may be taken or , at the option of the person conducting the ...
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