Please indicate all solutions and equations legibly. Thank you
Please indicate all solutions and equations legibly. Thank you 2-23. Determine the reactions at the supports A and B of the compound beam. There is a pin at C. 2 kN/m 4 m 6 m 2-23. Determine...
Please indicate all solutions and equations legibly. Thank you For the beam subjected to the load shown determine the following (El is constant): a. b. 3. Using the method of superposition (and with the help of Appendix C of Hibbeler), determine the deflection at C Sketch the M/EI diagram of the beam (you may use the method of superposition and create a M/El diagram for each of the loads) (BONUS) Confirm your answers by using the moment-area method (you may...
(b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20 kN 6 kN/m 2 m 2 m rn (b) Equilibrium of a compound beam is maintained by the fixed, pin and roller supports at A, B and C respectively. For the following loading, determine the reactions at the supports A, B and C 20...
Homework Problem 4 3 kN/m А с The compound beam is pin supported at B and supported by rockers at A and C. There is a hinge (pin) at D. Determine the reactions at the supports. B D 4 m 3 m
Structural Analysis Homework Q.2: Determine the reactions at the supports A and Bofihe compound boarn. There is a pin ai C. 2 kN/m 6 m 4 m Q.2: Determine the reactions at the supports A and Bofihe compound boarn. There is a pin ai C. 2 kN/m 6 m 4 m
Calculate the reactions at the supports A, B, and C for the beam in figure 4 and then draw the shear force and bending moment diagrams. At A and B there are simple supports while at C there is a pin joint. If the cross section of the beam is rectangular, with dimensions b-10 mm and h-24 mm what is maximum bending stress in the beam? 12 kN 9 kN/m 22 224m 2
Problem 2 Determine the reactions at the beam supports for the given loading. 3.5 kN/m 15 kNm 6 m In
determine the reactions at the supports for the beam shown. 150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m 1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
The beam supports the distributed load with Wmax = 6.0 kN/m as shown. The reactions at the supports A and B are vertical. Part A Determine the resultant internal loadings acting on the cross section at point C.