Uniform Building Code Standards |
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Page 191
... pounds per lineal foot . L = diaphragm length , in feet . b = diaphragm width , in feet . E = elastic modulus of chords , in pounds per square inch . A = area of chord cross section , in square inches . G = t = en = Σ ( Δ.Χ ) modulus of ...
... pounds per lineal foot . L = diaphragm length , in feet . b = diaphragm width , in feet . E = elastic modulus of chords , in pounds per square inch . A = area of chord cross section , in square inches . G = t = en = Σ ( Δ.Χ ) modulus of ...
Page 368
... 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 . f ...
... 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 . f ...
Page 374
... Per = ΠΕΙ ( 12L ) 2 [ 1 ( 12L ) 2 1 + ( 12L ) 2 × 6 ( h + c ) Ge . WHERE : Per E Ge = = theoretical column buckling load in pounds per foot of panel width . modulus of elasticity of plywood in pounds per square inch . This value should ...
... Per = ΠΕΙ ( 12L ) 2 [ 1 ( 12L ) 2 1 + ( 12L ) 2 × 6 ( h + c ) Ge . WHERE : Per E Ge = = theoretical column buckling load in pounds per foot of panel width . modulus of elasticity of plywood in pounds per square inch . This value should ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone