21 x 10/8 = 26.25 | p" = " " = - .13 = .06 \ | K > +52.36 = 18.33 | / | 11.75 x 10/4.5 = 26.11 | | L = 23.5 x 10/4.5 = +52.22 = 23.50 | ____________________________________________|___________________________________ | _Bottom Flange Stresses._ | _Stresses in Verticals._ | Hor. | Ver. M gleich als C = 70.00 | r = 15 - 4 = - 11.00 N " D = 65.00 | s = 5 + 2.25 - 1.75 = - 5.50 O " E = 58.33 | t = 5 + 1.33 - 1.01 = - 5.32 P " F = 55.83 | u = 5 + .88 - .61 = - 5.27 Q " G = 54.50 | v = 5 + .59 - .41 = - 5.18 R " STD = 53.67 | w = 5 + .43 - .24 = - 5.19 S " ich = 53.09 | x = 5 + .28 - .16 = - 5.12 T " J = 52.67 | y = 5 + .20 - .06 = - 5.14