Problem 3. Show that the force equilibrium in y-direction is expressed by (2 + G) + GV² v + Y = 0 ду λ= Lame's constant, e = &+&+&x, G= shear modulus
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- The steel box wrench (E=29,000ksi, v=0.32) is loaded with a 40-lb horizontal force and a 25-lb vertical force. Find the following for an element located at point B on Section a-a: 24 in. 1. The non-vanishing resultant internal moments on section a-a are which of the following? 4 in. a. (160 i- 600 j+960 k)in · Ib b. (-160 i+600 j+960 k ) in · lb c. (-960 i+160 j+600 k)in - lb d. (-960 i -160 ј-600 k)in-lb a e. none of the above 2. The normal and shear force components on section a-a are: a. V, = 65lb;V, = 40lb; N¸ = 25lb b. V, = 0;V, =40lb; N, = 25lb c. V, = 64;V, = 25lb; N, = 40lb d. V, =0;V, =-40lb; N¸ = -25lb e. none of the above 3. The non-vanishing stress components at point B are: 0̟ =1.60; t =-4.89ksi; а. 0, =-4.89; 7 =3.60ksi; 0, = 2.50ksi; T, d. o, = 4.91ksi; t =-4.89ksi; b. с. =-4.89ksi; е. none of the above 4. The principal stresses at point B from most tensile to most compressive are: O1,02,0; =4.16,–0.8,–5.76 b. o,,0,,0, =5.76,0,–4.16 а. O1,02,0; =1.9,-2.45,-6.8 с. d.…The member is supported by a square rod which fits loosely through the smooth square hole of the attached collar at A and by a roller at B. The member is subjected to the forces Fi = 300 N, F2 = 450 N, and F3 = 600 N. (Figure 1) Determine the components of the reaction force of the support at A using scalar notation. Express your answers using three significant figures separated by comma. Ar, Ay = -300,-450 N Submit Previous Answers v Correct Part C Determine the components of moment of the reaction at A using scalar notation. Figure 1 of 1 Express your answers using three significant figures separated by commas. vec (MA)=: (MA)y, (MA): =- 900,100, – 1350 N.m B 1 m 2 m Submit Previous Answers Request Answer 2 m X Incorrect; Try Again; 4 attempts remaining < Return to Assignment Provide Feedback 圓Question 4. Consider the diagram below, which is not to scale. R A A Ym Reaction at A: RA= = Reaction at B: RB X KN = 6m Given that X = 45 kN and Y = 5 m calculate the reactions at support A and B. Enter your answers in kN correct to three significant figures in the appropriate boxes below. KN B KN R B
- QUESTION 1 Determine the reaction moment at x = 0 in kN-m. QUESTION 2 Determine the vertical reaction force at x = 0 in kN. QUESTION 3 (1-3) Determine the horizontal reaction force at x = 0 in kN. The distributed load, f(x), is equal to 100 kN/m. /// f(x) 3 mB5F₁=250N A 1,5m B 1m F2= 150N 1m F3=? It moves depending on the rod and point B shown in the figure. Find the force that must be applied to point D(F3) for the rod t be in equilibrium, and in this case the force acting on point B.
- also find ax and ay The rod is supported by smooth journal bearings at A.B. and C and is subjected to the two forces Fi= 400 N and F 520 N (Egure 1) Figure 0.6m 0.6m 0.6m 0.4m 1 of 1 Part A Determine the 2 and y components of reaction at Cusing scalar notation Express your answers in newtons to three significant figures separated by a comma View Available Hint(s) [95] ΑΣΦ. 11 | vec C.C. Submit Part B ? B. B N Determine the az and a components of reaction at B using scalar notation Express your answers in newtons to three significant figures separated by a comma View Available Hint(s) ΑΣΦ | 19 | voc) NThe rod, supported by thrust bearing at A and cable BC, is subjected to an 80 lb force. Find the reactions at the thrust bearing A and cable BC. Draw fbd.Asap handwritten solution acceptable Will definitely upvote I need it immediately
- A rectangular steel block is 3 inches long in the x direction, 2 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as floows; 48 kips tension in the x directio, 60 kips compression in the y direction, and 54 kips tension in the z direction. If v = 0.30 and E = 29 x 106 psi, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.PROBLEM 4: Find the reaction force components at point A and B. The member AB has a length of L=10m. The infinitesimal loads at point A and B are 1200N/m and 800N/m respectively. 12=5mm 1200 N/m/ A In L=10m 4₁=5m 0:38 800 N/mThe system shown anchors a stanchion of a cable-suspended roof. If the tension in cable AB is 900 kN, what is the tension in cable EF (in units of kN)?
