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BEAM 2(BM2)L =9.5 feet <br />W =32.0 x 14 +8 x 1.33 +1 x 11 =470 <br />M = 470 x 9.5 / 8 = < 12415 <br />R <br />5 x 144 x 240 x 470 x 9.5 3 <br />384 x 2 x 10 6 <br />USE:3 1/2"x 9 1/4" PSL <br />FLOOR JOIST1(FJ1) :L= 6 feet <br />M = 50.0 x 6 ÷ 8 = <br />S 875 <br />6 6 <br />2 12 <br />5 x 144 x 240 x 50 x 6 3 <br />384 x 1.6 x 10 6 <br />USE:2 x 6 @ 16" O.C. <br />CONT. F'ng 1 (CF1)L =1 feet <br />=40 x 7 +50.0 x 0.66 +8 x 16 +150 x 2 =741 <br />=741 =741 <1500 psf <br />1 <br />Pad F'ng 1 (F1)L =2.5 feet <br />=1931.5 /1 +2103 x 1 /1 x 1 +150 x 2 =4335 <br />=4334.54 =693.5 <1500 psf <br />6.25 <br />= 4.04 <br />DF# 2 <br />I == 3.038 x 1.33 <br />= <br />231 <br />225.00 <br />2.68 <br />< <br />2.6395 = 1.97 <br />= 90.6 <br />469.64 / <br />50 x - x x 1.33A= <br />= <br />I = <br />1.5 <br />5298.13 <br />÷ <br />5