3. Three cables are joined at the junction ring C. Determine the tensions in cables AC and BC caused by the weight of the 30-kg cylinder. 45 15 30% 30 kg YB
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- A cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. QUESTIONS: a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. GIVEN: a. 3.1 b. 18.0 c. 20 d. 62Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!
- Using ANY GEOMETRIC METHOD Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 5.6 m b = 4.4 m c = 15.9 kn/m d = 22 kn QUESTIONS: 1. Determine the VERTICAL REACTION at B in KN. 2. Determine the SLOPE at B in DEGREES. 3. Determine the DEFLECTION at D in MM. 4. Determine the DEFLECTION AT MIDSPAN OF THE BEAM in MM. Thank you! Please answer all. ❤️The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and CAssume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15If there is a settlement of S at the support C, solve the following using slope deflection method:Calculate the value of the deflection at point B due to uniformly distributed load w in the form answer in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
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- Calculate the value of the deflection at point B due to concentrated load P in the form ??=??????????? Note: EI will cancel out in further calculations. Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.Determine the Horizontal Deflection at B of Frame shown in inches unit. Use the virtual Work Method. Distances are in feet. Show complete solutions. a) What is the Horizontal Reaction at A? b) What is the Vertical Reaction at A? c) What is the Horizontal Reaction at E? d) What is the Vertical Reaction at E? e) What is the Horizontal Deflection at B?Note : point load = 12.289KN/m *3 = 36.867KN . 1) calculate the reaction forces 2) Calculate and draw the Bending moment digram, and what is the value of maximium bending moment ? 3) calculate and draw the shear force digram and what is the value of the maximum shear force ?