Determine the reactions in C on member ACD as shown in figure? 800 KN 5 m + 4m 6 m D 8 m E 600 KN 3 m
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- A mountain bike rider going uphill applies a force P = 65 N to each end of the handlebars AB CD, made of aluminum alloy 7075-T6, by pulling on the handlebar extenders (DF on right handlebar segment). Consider the right half of the handlebar assembly only (assume the bars are fixed at the fork at A), Segments AB and CD are prismatic with lengths Lvand L3 and with outer diameters and thicknesses J01, /01 and d03, /03, respectively, as shown. Segment BC of length L2, however, is tapered, and outer diameter and thickness vary linearly between dimensions at B and C Consider shear, torsion, and bending effects only for segment AD; assume DFis rigid. Find the maximum tensile, compressive, and shear stresses adjacent to support A. Show where each maximum stress value occursFree-Body Diagram Involving Internal ReactionsDraw FBD (Free Body Diagram) of the structure shown in the figure below. What type ofstructure is it? Justify. Find reaction at point A.
- Figure Q1 shows a composite rod ABC attached in between two rigid walls. Part AB is a solid rod made from Aluminium (E = 70 GPa), while part BC is a hollow cylindrical rod made from steel (E = 200 GPa).The diameter of part AB and the internal and external diameters of part BC are as shown in figure. A 40 kN force is applied at B in the direction as shown. If the compound rod is unstressed before theapplication of load,(a) determine the reaction at A and C.(b) determine the horizontal displacement of point B.Determine the total elongation of the bar shown in figure below: -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.Please help us in this sample problem sets we can't solve it please this is really not a graded question For the beam loaded as shown in the figure 3, determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 mm (b x h) mm section and E = 100,000 MPa. in 3 decimal places a=6.1 m, b=4.1 kN/m, c=14.1 kN/m, d=24kN
- Three cylinders A, B, C of diameters, 200mm, 200mm, 100mm and weighing 400N, 400N, 200N, respectively, are placed in a trench as shown in Fig(5). Find the reactions at all contact points.For the structure below indicate: a) What is the tension in cable BE? Consider P=792.1 kN.( Indicate the answer in kN.) b) What is the tension in cable CF. (Indicate the answer in kN.) c) What is the value of the reaction at D? (Indicate the answer in kN.)Solve for all support reactions using 3 moment equatio. (Structural analysis)
- A compound bar has a given assembly with P1 on point B and P2 on point D. Modulus of Elasticity for both materials are Es = 200 GPa and Eb = 105 GPa. Assume the support to be rigid. Determine the value of the reaction at E (kN). Use P1 = 80 kN and P2 = 10 kN.– The weight is suspended from structural A–36 steel alloy and 2014-T6 aluminum alloy wires, eachhaving the same initial length of 10 ft and cross-sectional area of 7×10–3 in2 (Figure Q1). If the weight is increasedgradually, determine which wire yields first? Explain which material model and yield criterion you will use? Justifyyour choicesThe rigid beam ACE is fixed at A as shown in figure, if F1 = 300 kN and F2 = 150 kN. Find the reactions Ra and Rb. Take S = 3.5 mm and E=200 (GPa)