In each case, draw the estimated elastic curve: 4 m- 8 kN.m 2 kN/m 8 kN 4 kN
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- 3. The gap between the shaft and the wall initially is 2 mm. After the loads applied, the body deforms and reaches to the wall on right. Determine the support reactions at two sides A and C when the loads are applied. The shaft assembly is made of material with modulus of elasticity of 200MPA A C 2mm B 100kN 150KN 15cm 5cm 35cm 45cm (Answer: F. = 133.2kN, F = 116.8kN )A straight bar 450 mm long is 10 mm in diameter for the first 200 mm length and 20 mm in diameter for the remaining length. If the bar is subjected to an axial push of 10 kN, determine decrease in length of the bar. Take modulus of elasticity of bar material E = 2 × 105 N/mm²Q1/ In each case, draw the estimated elastic curve: 8 kN.m 2 kN/m 8 kN 4 kN X+
- Identify the correct reaction force value at A for a simply supported beam AB of length 5 m in the following option. Take F1 = 20 N, 0 = 30°, BC = 3 m and and reaction force at B = 4 N. F1 e A B 6N O 2N 3N 4NThis course EHide blocks A rigid beam is supported by a pin at A and two metallic wires at B and C. Determine the force P that causes the point C to displace downward by 0.6 mm. Given: E (wire B) = 70 Gpa, E (wire C) = 200 Gpa and both wires have a diameter D = 2 mm. Consider a linear elastic behavior. 2 m 1.5 m B A 3 m 2 m 2 m Select one: OP= 573 N OP=130 Nfind the value of El such that the maximum deflection does not exceed 5mm 135 kN 90 kN 2 m 0.7 m 1 m 25 kN/m A AB C AD Rp=192.1 kN Rp= 100.4 kN
- A leaf spring 75 cm long is required to carry a central load of 8 kN. If the central deflection is not to exceed 2 cm and bending stress no greater than 200 MPa, determine the thickness, width and number of plates. Also compute the radius to which plates should be curved. As- sume width of plate to be 12 times its thickness and E = 200 GPa.Identify the correct reaction force value at B for a simply supported beam AB of length 5 m in the following option. Take F1 = 10 N, e = 30°, BC = 2 m & and reaction force at A = 2 N. F1 B 6N O 2N 4N O 3N AFind the reaction forces at pin A and smooth rocker at B. Assume F = 15 kN. Ax = Ay = B = y F A 30° 6 m 2 m %3D