The body on the incline in Fig. 5 is subjected to the vertical and Horizontal Forces shown. Find the components of each force along x-y axes oriented parallel and perpendicular to the incline.

15 kN/m 60 kN C A I B 21 10 m 5 m 5 m Figure no. 8

Give me right solution with clear calculations step by step

Learning Goal: A beam with length L = 2.9 m is supported by a pin joint at A and a cable attached at C as shown in (Figure 1). It is subjected to the distributed load with w₁ =1.7 kN/m and w₂ = 2.1 kN/m. The angle between the cable and the beam is 0 = 35°. Determine the normal force, shear force, and bending moment acting at point B, located x = 0.6 m to the left of the end of the beam. D Wi W2 C B L Begin by finding the support reactions for the beam using the free-body diagram shown in (Figure 2). What is the tension in the cable? Express your answer to three significant figures with appropriate units What is the horizontal reaction force at A? Assume the forces acts in the direction shown, and use an appropriate sign. Express your answer to three significant figures with appropriate units. What is the vertical reaction force at A? Express your answer to three significant figures with appropriate units. Now calculate the internal loading at point B using the free-body diagram of…

1. The magnitude of the bending moment acting on the circular cross section of a beam is M = 30 000 Ib - ft. Calculate the bending stresses at the following points on the cross section: (a) A; (b) B; and (c) D. 60°- B. 6 in. 8 in.

10/10 find the strain( e) in x-axis only . if .Poisson ratio3D0.25, E= 200 GPa 14 kN 10 kN 12 kN 15 mm 10 mm 0.000125 0.00025 0.00034 O 0.0001 O no one 20 mm

(b) Draw Axial Force Diagram of the following elastic steel beam (Figure 9). Determine the relative displacement of point D from point A for the elastic steel bar of variable cross sections shown in Figure 9 caused by the application of concentrated forces. Areas AAB = 3000 mm², ABC = 1500 mm², Ace = 750 mm². Modulus of Elasticity, E = 200 GPa. 700 KN 500 KN 300 KN 100 KN+ 2000 mm 2000 mm 300 mm 300 mm B Figure 9

A propped cantilever beam ABC, fixed at A and supported by roller at C is loaded as shown in figure. The magnitude of slope at support 'C' is A w kN/m pm –

.  A beam with the thin-walled cross section in the figure is subjected to a shear force ?=20000lb. (The wall thickness is not shown to scale.). Assume that the thickness of the section isconstant. (a) Determine and sketch the distribution of the shear flows on the flanges and the web.(b) Determine the location of the shear center on the symmetrical line. Point ? is the center ofthe web.

Problem 3 Using slope-deflection equations, determine the end moments of all members of the frame below. El is constant and all members are axially rigid. B 30 kN/m 3 m A 3 m 3 m C D