Solve for all the support reactions at the base B of the frame shown. 18 kN/m D Al 10 kN/m ↓↓↓ 4 m 22 kN/m B 6 m F C
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- Find the support reactions at A and D, determine the internal forces at the top of member BC. a= 3m b=2m c=6m d=2.5m MA= 380 N.m FB= 200N q0=80N/m q1=160N/mDetermine the reactions at the supports and draw the bending moment diagram for the following structures if there are support settlements of 8mm, 5mm and 2mm at A, B and C respectively. Given E=200GPa, I=107mm4 .For the beam shown, determine the reaction at the roller support when w0 = 6 kips/ft.
- Compute the reactions and draw the shear and mo-ment curves for the beam in Figure P9.21. In addition tothe applied load, the support at C settles by 0.1 m. EI isconstant for the beam. E = 200 GPa, I = 60 × 106mm41) Identify the vertical reaction at A and B. 2) Identify the Maximum Moment of the beam. 3) Identify the distance of the point of the maximum moment from A.The multi-span girder has two shear plate connections that act as hinges at C and D. The midspan girder CD is simply supported on the cantilevered ends of the left and right girders. Determine the forces in the hinges and the reactions at supports A, B, E, and F. Also draw the shear and moment diagram.?=70 kN/m ?1=10 m ?2=2.5 m ?3=6 m ?4=1.5 m
- In the cantilever shown, taking M1 = 16 kN-m, M2 = 11 kN-m, P1 = 3 kN, P2 = 7 kN.a) Determine the vertical reaction at "A" b) Determine the moment reaction at "A" c) Determine the moment at X1Determine the reactions at supports A and E in Figure P9.48. Area of bar EC = 3 in.2 , IAD = 400 in.4 , and AAD = 8 in.2 ; E = 30,000 kips/in.2In the cantilever shown, taking M1 = 16 kN-m, M2 = 11 kN-m, P1 = 3 kN, P2 = 7 kN.a) Determine the vertical reaction at "A" b) Determine the moment reaction at "A" c) Determine the moment at X1 d) Determine the shear at X2 e) Determine the moment at X2
- Determine the shear force V in the beam at a point located 1.60 m to the right of point B. The ground reactions are provided.Ay = 65.60 kNCy = 58.40 kNCalculate the support reaction at roller support CDetermine the moments at all supports. Support B settles10 mm, and EI is constant. Take E = 200 GPa, I = 200x106mm4 Answer key: MAB = -12 kN-m; MBA = 64.58 kN-m; MBC = -64.58 kN-m; MCB = -146.69 kN-m