Uniform Building Code Standards |
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Page 391
... pounds per square inch . c = allowable unit compressive stress in pounds per square inch , as indicated by the above formula but not to exceed the values in Tables No. 25 - A - 1 and No. 25- A - 2 of the Uniform Building Code ...
... pounds per square inch . c = allowable unit compressive stress in pounds per square inch , as indicated by the above formula but not to exceed the values in Tables No. 25 - A - 1 and No. 25- A - 2 of the Uniform Building Code ...
Page 392
... a symmetrical section shall not exceed the values established by the following formula : M = 211 WHERE : M = resisting moment in inch - pounds . t = allowable working stress in pounds per square inch in tension parallel to the grain of ...
... a symmetrical section shall not exceed the values established by the following formula : M = 211 WHERE : M = resisting moment in inch - pounds . t = allowable working stress in pounds per square inch in tension parallel to the grain of ...
Page 397
... Per = ( 12L ) 2 [ 1 T2El 1+ ( 12L ) 2 × 6 ( h + c ) Ge WHERE : Pcr = theoretical column buckling load in pounds per foot of panel width . E = modulus of elasticity of plywood in pounds per square inch . This value should include a 10 ...
... Per = ( 12L ) 2 [ 1 T2El 1+ ( 12L ) 2 × 6 ( h + c ) Ge WHERE : Pcr = theoretical column buckling load in pounds per foot of panel width . E = modulus of elasticity of plywood in pounds per square inch . This value should include a 10 ...
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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