king studs bearing

king studs bearing - Cf le check OK Tension 1.5 Ke= 0.8...

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COLUMN 1 Member Charactaristics b 1.5 in A= 5.25 sq. in Load 798 lb h 3.5 in I= 5.4 qd. In L 8 ft S= 3.06 cb. In Unfactored Material Properties Fb Ft Fv Fc E Emin 700 450 180 625 850 1400000 510000 COLUMN DESIGN Strength Coefficients Cd Cm Ct Ci Tension 1.00 1.00 1.00 1.00 ft= 152 psi F't= 675 psi
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Unformatted text preview: Cf le check OK Tension 1.5 Ke= 0.8 Comp. 1.15 le= 76.8 Compression Re= 51.20 fc= 152 psi Cp BUST F'c= 185 psi Fc*= 978 check OK Fce= 194 CT c= 0.8 Km= 2300 Cp= 0.19 Kt= 0.59 CT= 1.21 Fc _|_...
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This note was uploaded on 04/07/2008 for the course ME 302 taught by Professor Staff during the Winter '06 term at Cal Poly.

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