Answer Happy

What I've filled in the boxes are what i've got so far and Ibelieve they are correct. Need help on the empty boxesplease.
Using the force method, determine all member forces in the following two-fold statically indeterminate truss. Take a = 10 kN. b = 5 kN. c = 13 kN and EA the same for all the members. 3 m ●●● BO A 2 -2 m D с a 2 m. F b E * -2 m. G с
Part 1) Calculate the internal forces in the primary structure (by release member AC and DE). a) NAB 59.09 kN Your last answer was interpreted as follows: 59.09 kN b) NAC = 0 c) NAD -71.5 Your last answer was interpreted as follows: 0 kN d) NBD 59.88 e) NBC Your last answer was interpreted as follows: -71.5 kN Your last answer was interpreted as follows: 59.88 -37.37 kN Your last answer was interpreted as follows: -37.37 f) NCD 49.08 h) NCF g) NCE = -8.66 Your last answer was interpreted as follows: 49.08 kN Your last answer was interpreted as follows: -8.66 kN Your last answer was interpreted as follows: -21.63 kN -21.63 i) NDE = 0 Your last answer was interpreted as follows: 0 kN j) NDF = 20.55 kN k) NEF= 1) NEG = Your last answer was interpreted as follows: 20.55 -15.625 m) NFG = 8.593 kN kN Your last answer was interpreted as follows: -15.625 kN Your last answer was interpreted as follows: 8.593
Part 2) Calculate the internal forces in the first redundant structure by placing a unit load in the direction of AC). a) n¹ = 1.499 kN Your last answer was interpreted as follows: 1.499 kN b) nac c) n'AD f) nCD d) nBD = 1 e) nBC = -1.8 g) nCE Your last answer was interpreted as follows: 1 kN i) n'DE -1.802 Your last answer was interpreted as follows: -1.802 kN Your last answer was interpreted as follows: 1 kN k) nEF 1) NEG Your last answer was interpreted as follows: -1.8 kN 1.5 Your last answer was interpreted as follows: 1.5 kN h) ncp = 0 0 Your last answer was interpreted as follows: 0 kN Your last answer was interpreted as follows: 0 kN 0 j) nDF = 0 Your last answer was interpreted as follows: 0 kN Your last answer was interpreted as follows: 0 kN 0 Your last answer was interpreted as follows: 0 kN 0 Your last answer was interpreted as follows: 0 m) nFG 0 kN Your last answer was interpreted as follows: 0
Part 3) Calculate the internal forces in the second redundant structure by placing a unit load in the direction of DE. a) n², 0 kN AB b) n²AC c) n² AD e) n²Bc Your last answer was interpreted as follows: 0 g) n²cE d) n²D = 0 i) DE Your last answer was interpreted as follows: 0 0 0 Your last answer was interpreted as follows: 0 kN Your last answer was interpreted as follows: 0 kN f) ncp = -0.822 kN 0 Your last answer was interpreted as follows: 0 = -0.555 Your last answer was interpreted as follows: -0.822 h) nr = 1 kN kN Your last answer was interpreted as follows: -0.555 j) nr = -0.55 1) n²G = Your last answer was interpreted as follows: 1 1 kN Your last answer was interpreted as follows: 1 kN k) n²F = -0.832 m) n/FG = kN Your last answer was interpreted as follows: -0.55 kN Your last answer was interpreted as follows: -0.832 kN Your last answer was interpreted as follows: 0 kN kN Your last answer was interpreted as follows: 0
Part 4) Calculate the unknowns and calculate all the real internal forces. a) FAB = kN b) FAC kN kN c) FAD h) FCF i) FDE = d) FBD e) FBC = f) FCD g) FCE = || = m) FFG = = = j) FDF k) FEF = 1) FEG = = = kN kN kN kN kN kN kN kN kN kN