Uniform Building Code Standards |
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Page 391
... Shear Stresses . Shear stresses shall be calculated by the following formula : WHERE : S = S = VQ ть shear stress , pounds per square inch , either rolling shear in plywood , or horizon- tal shear in rib . V = shear acting normal to the ...
... Shear Stresses . Shear stresses shall be calculated by the following formula : WHERE : S = S = VQ ть shear stress , pounds per square inch , either rolling shear in plywood , or horizon- tal shear in rib . V = shear acting normal to the ...
Page 394
... shear ( rolling shear ) . For beams having one or two webs , the allow- able flange - web shear on pressure - glued or nail - glued systems shall not exceed the value established by the following formula : V = ( nsdl ) WHERE : V ...
... shear ( rolling shear ) . For beams having one or two webs , the allow- able flange - web shear on pressure - glued or nail - glued systems shall not exceed the value established by the following formula : V = ( nsdl ) WHERE : V ...
Page 492
... shear test specimens shall be cut , one from the center and one from each edge of the member . Single glue - line block shear specimens may be cut in lieu of stair - step group specimens . 2. For block shear samples , the standard block ...
... shear test specimens shall be cut , one from the center and one from each edge of the member . Single glue - line block shear specimens may be cut in lieu of stair - step group specimens . 2. For block shear samples , the standard block ...
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