Uniform Building Code Standards |
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Page 223
... design value in horizontal shear for LVL lumber F , LVL when used only in the outer laminations of a member shall be determined by multiplying the design value in horizontal shear F , of the combination in which LVL lumber is used by a ...
... design value in horizontal shear for LVL lumber F , LVL when used only in the outer laminations of a member shall be determined by multiplying the design value in horizontal shear F , of the combination in which LVL lumber is used by a ...
Page 284
... design value , at least one 2 - inch nominal thickness lamination of Douglas fir - larch for western species combinations and southern pine combinations having a modulus of elasticity ( E ) value 200,000 psi higher than the specified E ...
... design value , at least one 2 - inch nominal thickness lamination of Douglas fir - larch for western species combinations and southern pine combinations having a modulus of elasticity ( E ) value 200,000 psi higher than the specified E ...
Page 332
... design value for a connector unit in a square - cut surface , when loaded in any direction in the plane of the surface ( a = 90 ° ) . Pa = design value for a connector unit in a sloping surface , when loaded in a direction parallel to ...
... design value for a connector unit in a square - cut surface , when loaded in any direction in the plane of the surface ( a = 90 ° ) . Pa = design value for a connector unit in a sloping surface , when loaded in a direction parallel to ...
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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