Using the force method, calculate the bending moment at B for the statically indeterminate frame below. Please ignore the axial and shear deformations. Take a = 9 kN and L = 5.9 m. a 2EI 2EI B D ΕΙ 3 m * 3 m. Calculate the bending moment at B: MB = kN m ΕΙ [] E 1 m
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- Determine the reaction at the point where the mouse is. R=?A frame ABCD is supported by a uniformly distributed load and two concentrated loads as indicated the sketch a) Calculate the bearing reactions for the frame.b) Establish the moment diagram for the frame.c) Establish the shear force diagram for the frame.d) Establish the normal force diagram for the frame.Draw the diagrams to scaleA folding tray mechanism is attached to a wall as shown. Find the internal forces and bending moment in the lower support arm at section s-s, located midway between points B and E, when a force of F = 270 N is applied at an angle of 0 = 28°. 2013 Michael Swanbom Ⓒ030 BY NC SA k s -Ś a b G с h₁ h₂ ка E S- B Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 16 cm 19 cm 25 cm 23 cm 17 cm The internal axial load at section s-s is A = The internal shear load at section s-s is V = The internal bending moment at section s-s is M = N. N. C. N-m. 0
- Please see photo for full questionHelp!!! Answer all the parts correctly! PleaseConsider the pipe assembly in .. {30i+20j30k} N and {60i 10j 55k} N. F₁ F2 = = Part A (Mia),(Mia)y, (M₁A) z = Submit Determine the moment of force F₁ about point A. Enter the components of the moment separated by commas. Express your answers in newton-meters to three significant figures. Part B Request Answer (M2A), (M2A)y, (M₂A) z = Submit Request Answer Part C. Complete previous part(s) VE ΑΣΦ | 41 vec 0.8 m IVE ΑΣΦ Determine the moment of force F2 about point A. Enter the components of the moment separated by commas. Express your answer in newton-meters to three significant figures. vec 1.20 m 0.4 m y ↓↑ ? N.m ? N.m
- The simple truss is loaded by a system of forces as shown in the figure. The truss is supported by a pin at A and a roller at E. If P1 = 40 [KN] and P2 = 20 (KN], then the force developed in the member (ED) is. 2 m E. G F 1.5 m-1.5 m--1.5 m-1.5 m- P2 Select one: O a. 17.85 kN - Tension O b. 78.15 kN - Compression O c. 51.78 kN - Tension O d. 31.25 kN - CompressionPlease break down every step so I can understand the complete concept of how to algebraically work this out. Thank you.Hi, can you please help me with this question? I am new at bending moment diagrams. Please explain your assumptions clearly.
- Determine the moment (in kip-ft)about point A of each of the three forces acting on the beam. Consider the counterclockwise direction to be positive moment, if F1=300 lb, F2=500 lb, F3= 200 Ib. [ Select ] (MF1)A, (MF2)A, (MF3)A = [ Select ] kip-ft [ Select ] F1 F2 4 0.5 ft 8 ft 6 ft 5 ft- 30°The dimensions are of the graph are d1 = 7 cm , L1 = 6 m , d2 = 4.2 cm , and L2 = 5 m with applied loads F1 = 130 kN and F2 = 60 kN . The modulus of elasticity is E = 80 GPa . Use the following steps to find the deflection at point D. Point B is halfway between points A and C. What is the reaction force at A? Let a positive reaction force be to the right.Determine the magnitude of the force F in Newton to be applied to the wrench (as shown in the Figure), if a moment of 46.4 [N - m] clockwise is to be produced at the center of the bolt. d1 = 37 mm d2 = 200 mm