В. ЗР (KN) P (kN) 3m 1m 2m 1m
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Analyze the beam: Draw the shear, moment, elastic curve, and axial diagram of the following beams. Show your calculations.
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- For a certain arrangement of two bars carrying only axial forces, the equilibrium and compatibility equations are: Equilibrium: t1+3t2=2kN Compatibility: 2e1 + e2 = 0.1mm There is also a temperature rise of 50oC. Show calculations for the tension in the two bars, where EA=90x103kN and α=12 x10-6 *C for both bars and L1=500mm and L2=400mm.Collars A and B are connected by a 525 mm wire and can slide freely, without friction, on the rods. If the force P = 370j [N] is applied to collar A and the system is in balance, calculate the intensity of the Force Q to keep the system balanced, when y = 155mm.q=3.15 kn/m , a=3.15m
- Moment wrt point ADetermine the reactions at the following: A (Normal) - Blank 1 kN B (Horizontal ) - Blank 2 kN B (Vertical) - Blank 3 kN FN=78MN=104SN=661.What is the maximum intensity of moment for the beam loaded as shown? -20 KN-m -40 KN-m -80 KN-m -72 KN-m 2.What is the shear value at point just before C? 40KN 72KN 80KN 32KN 3.What is the shear value at point just after D? 80KN 72KN 32KN 40KN 4.What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m -80 KN-m 5.What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m 6.What is the degree of curve in the shear diagram…
- A vertical semi-circular gate, diameter horizontal and lower-most is hinged along the diameter, while the upper-most part is resting against the vertical side of the tank in which it is placed. The gate's diameter is 8m, and 10 m below the water surface in the tank. Find the reaction at the upper most part of the gate that is resting against the wall of the tank in KN. a. 762.48 b. 799.67 c. 830.75 d. 810.22W1 = 10 kN/m P2 = 60 kN a = 2 c = 5 M1 = 35 kNmCompute the value of EI5 at the right end of the overhanging beam. 360 1b 120 Ib/ft |~—l°ft—-|-—6fl—> FIG. P6.43