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23 of 29 <br /> Concrete Beam <br /> Lc.# KW-06011993 L120 Engineering;and Design <br /> DESCRIPTIO Typ Unreinf Fndn-8ft+Cant- 1-Story Uniform -C6x8.2 Supplemental <br /> 66 <br /> 32 <br /> MEMBER•--»y <br /> 1J <br /> ,7 <br /> • <br /> •71 <br /> 1,09 2,19 3,23 4,34 5,45 6,56 7,64 8,75 9,86 11,00 <br /> Distance(ft) <br /> 1+i,4DD+1,6DH 1+L2DD+6,5611+1.6D1+1,66H 1+L2DD+1,661+D.5D5+L66H I+1,l6D+1.66U+D,SDL+1,6DH 1+1,2DD+1,6611+6,SDW+L66H .l+1.26D+6361+1,6D5+1.66H <br /> +1.2DD+1,665+6,56161.66H I+1266+6,S0146.S61+W+1.66H I+1.266+6.56L+D.S654+1.66H I+L26D+6.561+D.16S+E+1,66H I+6.96D+41+6.9011 I+13.9DD+E+6.46H <br /> 1 proin <br /> 9 <br /> 1 <br /> MEMBER-.»» <br /> .7 <br /> 109 2,19 3,23 4,34 5,45 6,56 7,64 8,75 9,86 11,00 <br /> Distance(ft) <br /> 1+1.46D+1.66H I+116D+6`6L'+1.661+1.6DH I+116D+1.6D1+6MS+1.6DH I+1.2DD+1.661'+63D1+1,66H I+1.26D+1.66U+D.SOW+L66H 1+1.20D+6.561+1.6D5+1,6DH <br /> 1+1.2D6+1.66S+0561141.6DH I+126D+D,SDL'+6361+141.60H 1+1.266+D,561+D.S65+W+1.6DH I+1.26D+6.561+6,765+E+1,6DH I+6,966+146.4DH I+D.4DD+E+6.9DH <br />