(b) Setup compatibilty equations to find the reaction moment at A (using the method of consistent deformations) L/2 L/2 L/2 L/2 El constant Hint : Consider the determinate structure shown below (two...
Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations. Assume "AE "is constant for all the members. 120 kN 12 ft 9 ft Figure 7
Find the reactions of the two statically indeterminate beams shown below using the Force method. Draw the shear and moment diagrams. Also, draw the deflected shape and indicate points of inflection and regions of positive and negative curvatures. El-Constant klft 2 lO lo P1
please disregard work For the structure shown below, using the FORCE METHOD determine the reactions at A and at C when a distributed load w =6 kN/m is applied on the column and concentrated load P=20 kN applied on the beam as shown. (Moment of inertia for the beam is 2xl and for the column is 3xl same material. E= 200 GPa and 1 = 240x106 mm. A is a built-in support, the members are rigidly connected at B and...
5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D 2EI 1m 5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D...
Consider the two-beam system below. The beams are pin jointed at B and simply supported at their other ends at the base of the system). A spring of stiffness, k, connects the two beams to prevent the system collapsing. The unloaded length of the spring is h/2. A load of magnitude Pis applied at point B. } a. Using the method of virtual work, find the value of that keeps the system in equilibrium with the given geometry shown in...
15 marks Question 3 Consider the frame shown in Figure Q3 for which all elements have constant stiffness EL. Implement the flexibility method by removing the vertical support at A to create a statically determinate system. The Volume Integral Table is found on page 8 of this examination paper Find the reactions at A and D considering that node C is equidistant to nodes D (a) and B [12 marks] (b) Draw the bending moment diagram for the frame. 13...
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
Question 2 Consider the beam and loading shown in the figure below. Using moment-area method, determine reactions at the supports. Hint: Spilt the loading using superposition to simplify the problem. Parabola Areebie
(2) A simply supported beam of flexural rigidity El carries a constant uniformly distributed load of intensity p per unit length as shown Figure 2 below. Assume the deflection shape to be a polynomial in x, and is given by v (x) = a., + as+ a2 x, where ao, a.呙are constants to be determined. (a) State the boundary conditions for the deflection equation. Using the boundary conditions stated in (a) and the Rayleigh-Ritz method, determine (b) the constants a,...
9-4-2 Use the method of superposition to determine the support reaction at B. El is constant. Given: w, L, L2, and El. | Answer(s): TTTT TTTT Print and solve this problem, WE2000N/m L1= 1250mm L2 4000mm El-16E6N-m^2 then select the most appropriate answer below knowing O 4470N O 5660N 4250N None of these. O 3090N