BRAE 232 Column Testing

BRAE 232 Column Testing - 8543.33 3797 1300 0.8479376...

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Column Testing Data Prepared by: Dominic Sween BRAE 232 Wood Specie Grade (No.) Mois. Cont. (%) Nominal Size L (in.) L/D Load-lb 1 Load-lb 2 Load-lb 3 Hem Fir 2 8 1 1/2"x 1 1/2" 10 6.66 6200 9250 8360 Hem Fir 2 8 1 1/2"x 1 1/2" 15 10 13000 8570 11900 Hem Fir 2 8 1 1/2"x 1 1/2" 20 13.33 9320 8580 7730 Hem Fir 2 8 1 1/2"x 1 1/2" 25 16.66 9500 7920 10800 Hem Fir 2 8 1 1/2"x 1 1/2" 30 20 8130 6700 5220 Hem Fir 2 8 1 1/2"x 1 1/2" 35 23.33 6470 6380 5820 Hem Fir 2 8 1 1/2"x 1 1/2" 40 26.66 4630 5060 4430 Hem Fir 2 8 1 1/2"x 1 1/2" 45 30 5990 6910 6280 Ave Load-lb P fc=P/A (psi) Fc (psi) Cp Fc'=Fc*Cp (psi) FS Fce d (in.) 7936.66 3527.4 1300 0.9696907 1260.59 2.79 9327.15 1.5 11156.66 4958.5 1300 0.9247562 1202.18 4.12 4145.4 1.5
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Unformatted text preview: 8543.33 3797 1300 0.8479376 1102.31 3.44 2331.7875 1.5 9406.66 4180.7 1300 0.7362244 957.09 4.368 1492.344 1.5 6683.33 2970.37 1300 0.6085789 791.15 3.75 1036.35 1.5 6223.33 2765.9 1300 0.491019 638.32 4.33 761.4 1.5 4706.66 2091.85 1300 0.3963905 515.31 4.05 582.94 1.5 6393.33 2841.5 1300 0.3233388 420.34 6.76 460.6 1.5 Modulus of Elasticty ([1+(FcE/Fc])/2c (FcE/Fc)/c 470000 5.109 8.968 470000 2.617 3.985 470000 1.746 2.242 470000 1.342 1.434 470000 1.123 0.9965 470000 0.991 0.7321 470000 0.9052 0.5605 470000 0.8464 0.4428...
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This note was uploaded on 11/13/2011 for the course BRAE 232 taught by Professor Billcavaletto during the Spring '11 term at Cal Poly.

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