Determine the normal force, shear force, and moment at points F and E. 50 lb/ft A -3 ft E 2 ft B 6 ft C 4 ft- F D 2 ft

aring ons If F = 8 kN and FB = 5 kN, find the resultant force, find the components of the moment about point o, represent the force system by a single resultant force, and specify its location on the z-y plane (Figure 1). 1 of 1 Figure 150 mm. 100 mm 6 kN 650 mm X FB 750 mm 600 mm F₁ 8 kN 700 mm 150 mm 100 mm >

Determine the magnitude and direction of the resultant for system of forces shown in the figure. Take F1 = 99.6 N, F2 = 43.7 N, F3 = 84.2 N, F4 = 66.0 N, F5 = 88.6 N, α = 29.8°, β = 50.2°, and γ = 55.1°.    Sum of all horizontal force components, ΣH (N) = Sum of all Vertical force components, ΣV (N) =  The resultant force, R (N) = The direction of the resultant force, θ (Degree) =

Parvinbhai

Replace the loading system by an equivalent force and specify where the resultants line of action set

Replace the effect of the forces, with the resultant Fv and the moment M at point D, if the force F1 acts at point A, A = (1,5; 1,5; 2) B= (1; 3,5; 1) F2 at point B and F3 at point C. C=(-1; 5,5; 0) D= (1; 1,5: - 0,5) F = (100; - 20; 0)N F, =(-40; -30; 15)N F, (0;-80; 120)N C YA F, ATA B.

a=8 b-8 c=10 Draw the shear force and moment diagrams. A and B supports are roller. 1 ton 1.5 ton ← 1 t/m G 3 m 3 m 0.5 t/m 2m

The bent rod is supported at points A, B and C by smooth journal bearings, and is subjected to force F. If dimensions a = 2.3 m, b = 1.5 m, c = 0.6 m, and d = 2.5 m, and the force F is {-2i + 9j - 3k} kN, determine the magnitude of the moment (in kN⋅m) caused by force F about point A. Answer must include 2 places after the decimal point.

Construct the shear and moment diagrams for the beam loaded by the 2.6-kN force and the 2.4-kN-m couple. Then answer the questions. The distance x is measured from point A to the right. 2.6 kN 2.4 kN-m В A 1.0 m 1.0 m 1.0 m Questions: Atx = 0.60 m, V= i kN, M = i kN-m Atx = 1.60 m, V = i kN, M = i kN-m At x = 2.60 m, V = kN, M = kN-m

1. Determine the normal force, shear force, and moment at point C. 10 kN C -1.5 m 1.5 m 1.5 m 15 kN -1.5 m B