adb97fc1-d390-4f29-8d23-42b421e4d577 2 4 5 decimal

&[DATE] &[TIME] - &[FILENAME]

$F.H20kipft/*:$ $H.T36ft*:$ $z.anc10ft*11mat:$ $F.Hq10kipft/*:$ $Define\; functions\; for\; 1\; anchor\; or\; multiple\; anchorsMust\; update\; to\; include\; water*******Single\; AnchorF.H\#H.T\#z.anc\#F.Hq\#T\#R\#M.max\#x.zs\#fFHWATrib1aTributary\; Method\; for\; Single\; Anchor,\; refer\; to\; FHWA\; Cir\; 4\; Fig\; 39t\#1time:H.T\#traceDistance\; from\; top\; of\; sheeting\; to\; top\; anchorH.anc\#1elz.anc\#1el:Destance\; from\; top\; anchor\; to\; dredge\; lineH.anc\#2elH.T\#H.anc\#1el-:Maximum\; soil\; pressurep\#F.H\#23/H.T\#*/:Maximum\; surcharge\; pressure\; (use\; average)pq\#F.Hq\#H.T\#/:M.B\#1354/H.anc\#1el(2^*p\#*pq\#H.anc\#1el(2^*2/+:T\; is\; returned\; as\; MatrixT\#1el23H.T\#(2^*10H.T\#*H.anc\#1el*-54H.anc\#2el*/p\#*H.anc\#1elH.anc\#2el2/(+(pq\#*+eval:Reaction\; at\; dredge\; lineR\#23/H.T\#*p\#*H.T\#pq\#*+(T\#1el-eval:Point\; of\; zero\; shear\; (approx)x.zs\#19/26H.T\#(2^*52H.T\#*H.anc\#1el*-sqrt*H.anc\#2el2/1H.anc\#1el(2^H.anc\#2el(2^/-(*+2/eval:Moment\; between\; top\; anchor\; and\; dredge\; lineM.BC\#R\#x.zs\#*p\#x.zs\#3^*4H.anc\#2el*/-pq\#x.zs\#*2H.anc\#2el*/H.anc\#2el(2^H.anc\#1el(2^-x.zs\#H.anc\#2el*-(*+eval:M.BC\#traceM.max\#M.B\#M.BC\#Maxeval:1timet\#-231line:21lineF.HH.Tz.ancF.HqT\#R\#M.max\#x.zs\#fFHWATrib1a41line$