Uniform Building Code Standards |
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Page 284
... modulus of elasticity ( E ) value 200,000 psi higher than the specified E value must be used in the bearing area , provided the next inner lamination is at least 1.8E modulus of elasticity . 18In southern pine combinations included ...
... modulus of elasticity ( E ) value 200,000 psi higher than the specified E value must be used in the bearing area , provided the next inner lamination is at least 1.8E modulus of elasticity . 18In southern pine combinations included ...
Page 510
... modulus of rupture and the modulus of elasticity in static bending of specimens that have been subjected to the following " Three Cycle Soak " conditioning regime : A. Three cycles , each comprising the following steps : ( i ) Immersion ...
... modulus of rupture and the modulus of elasticity in static bending of specimens that have been subjected to the following " Three Cycle Soak " conditioning regime : A. Three cycles , each comprising the following steps : ( i ) Immersion ...
Page 736
... modulus of elasticity as determined below shall be used for stresses in the inelastic range . 2 . WHERE : E , Ets + Ecs Er , ksi 2 reduced modulus of elasticity . ( 27-10-10 ) Ets = secant modulus corresponding to the stress in the ...
... modulus of elasticity as determined below shall be used for stresses in the inelastic range . 2 . WHERE : E , Ets + Ecs Er , ksi 2 reduced modulus of elasticity . ( 27-10-10 ) Ets = secant modulus corresponding to the stress in the ...
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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