Help with the shear and moment diagram
Help with the shear and moment diagram SHEAR AND MOMENT DIAGRAM: Draw diagram (20pts.) and label...
Draw the shear force and bending-moment diagrams for the simply supported beam shown. Label each diagram with the corresponding values 1. Draw the shear force and bending-moment diagrams for the simply supported beam shown. Label each diagram with the corresponding values. 3 Pe= 30 KN 4 m - m 3 m - C -40 kN - m
Draw the shear and moment diagram for the loaded structure shown below. Replace the magnitude of the unifomly varying load from 8KN/m to 5KN/m. Draw the SHEAR and MOMENT Diagram for the loaded structure shown below. Replace the magnitude of the uniformly varying load from 8 kN/m to SN (kN/m). 8 kN/m 6 kN Bl C D 4 kN/m 10 kN
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1. Draw a sketch of the deflected shape 2-(25%) Using moment area method, for the beam shown in Figure P-2 find deflection at A. Also, determine the location and value of the maximum deflection in span BC. El is constant 3-(25%) For the frame shown in Figure P-3-find member frees and draw shear and moment diagrams. 4-(25%) Draw/ influence lines for shear to the left of A, shear at B, and...
please show me the reaction how to get them. draw thw shear and moment diagram thank you Question No. 2: Draw the shear and moment diagrams (with numerical values) for the beam shown below. 120 KN 60 kN 12 kN/m 200 kNm TV С IB AC 1 A 130 KN '50 kn 5 m -10 m
For the beam shown draw the shear and bending moment diagram. You need to label all transition points and clearly show the shape of the curves to receive full credit. 15 m 05 m P40 KN W = 20KN/m dob D
draw the shear and moment diagram for the beam set left load to 12kn and keep the right one to 10 kn 10 kN/m 10 kN/m
5. Draw the shear and moment diagrams for each member of the frame 6 kN/m B 1.5 m 12 KN 1.5 m
Draw the shear, moment, and axial force diagram for each member of the frame
(a) Draw the SHEAR and MOMENT DIAGRAM for the beam Determine the MAX SHEAR and MAX MOMENT. (b) 200 kN/m 9 m
P- 18 kips 6' Draw the shear and moment curves for each hinge member of the frame in FigureSketch the deflected shape. Treat the shear plate connection at C as a hinge. D E g(25 Points) 12' w 6 kips/ft