shear and moment diagram
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- Determine the normal force, shear force and moment at point E and F. Tabulate the final anwer in rounding upto 3 significant figures E F Normal Force (lb) Shear Force (lb) Moment (lb ft) Weight of Crate = 200 lbGive the expression for the shear force, V = V(x), and the bending moment,M = M(x), as a function of the distance, x, measured from point A.Hint: Find the expressions of shear force and bending moment in each section:AB (0< x <4), BC (4 <x <7) and CD (7< x <10)Draw the normal force (N), shear force (T) and bending moment (M) diagrams of the beam whose span and loading condition are given in the figure. L3(m)=1.5 L4(m)=2 P3(kN)=44 P4(kN)=82
- Hello, can someone help me with this problem pls. Draw the internal force (shear and moment) diagrams. Values: a = 2 m F = 150 kN q0 = 75 kN/m M0 = 450 kN-m The support at B allows movement parallel to the surface.write the shear and moment equations and draw the shear and moment diagrams fig. P4.1 and fog.P4.2P=197 KN L1= 1m L2= 1.4 m L3= 2 m L4= 4m a.) Determine the shear force at point D. b.) Determine the normal force at point D. c.) Determine the moment at point D
- The span and loading condition are given in the figure for normal strength (N), shear force (T) and Draw the bending moment (M) diagrams. L3(m)=1.0 , L4(m)=4.0 , P3(kN)=70, P4(kN)=48The channel section carries a uniformly distributed load totaling 6W and two concentrated loads of magnitude W. (a) Calculate the distance of the neutral axis from the bottom of the channel and the moment of inertia about the neutral axis. (b) Determine the maximum allowable value for W if the working stresses are 40 MPa in tension, 80 MPa in compression, and 24 MPa in shear. Include A. Complete solution B. Free body diagram C. Shear diagram D. Moment diagraml4//me shear and bending moment diagram as shown in figure. by graphical method. 132.5KN 122.5KN.m ) sgN/m b itwd L oe—dine—d
- A) Determine the internal shear force (in N) in section S-S B) Determine the intermal normal force (in N) Section S-S C) Determine the internal bending moment (N-m) Secion S-Sdetermine the diagram of the shear forces and bending moments in the beam shown below. Data P = 20kN, M = 60kNm, q = 10kN / m, a = 5m, b = 2m, c = 3, alpha = 60.Find the shear forces at point E (P=700(N)