For the frame loaded as shown above, determine the following;
(1) The axial force in the tie rod ED
(A) 7.4 kN
(B) 6.4 kN
(C) 11.4 kN
(D) 12.4 kN
(2) The horizontal support reaction at point A
(A) 1.5 kN
(B) 2 kN
(C) 2.75 kN
(D) 3 kN
(3) The bending moment just to the right of point D
(A) -2 kNm
(B) 0 kNm
(C) 3 kNm
(D) +2 kNm
(4) The bending moment just to the left of point C
(A) 2.5 kNm
(B) -3.6 kNm
(C) 3.6 kNm
(D) -2.5 kNm
you’re great
C, D, C, C