Detemine the resultant of the line loading, given that wo 36 lb/ft. 8.137 wo Fig. P8.137
Q: Example(1): prove that the force in fig(1 ) in Equilibrium state. F, =90N F2 =55N Fay Far 60° 45° Fx…
A: Using equilibrium equations
Q: 4. Solve for the Reactions at B in the Cantilever Beam Shown. 2.25 m 60 KN/m 30 KN/m A 120 KN 75…
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Q: 8.35 and 8.36 Draw the influcnce lines for the horizontal and vertical reactions at supports A and B…
A: Solution; The diagram is drawn:
Q: Q2: The beam loaded shown in Fig.(2) in equilibrium state:- A/ Draw (F.B.D) for the beam.. B /…
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Q: Activity 2. For the A-Frame shown, determine the components of the hinge reactions at B and C. (Ans.…
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Q: 441. The 1500 ft-lb couple of Fig. P4-41 acts on member AB. Determine the horizontal and vertical…
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Q: M (KN.m) w (kN/m) P (kN) P (kN) P (kN) B A ,2m, 2 m, 2 m, 3m , 3 m , 3 m Find the magnitudes of the…
A: let,RA=vertical reaction at support A in upward directionRB=vertical reaction at support B in upward…
Q: 200lb -11. The 200-lb force of Fig. P1-11 acts on the ox B. Resolve the force into two components,…
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Q: Activity 2. For the A-Frame shown, determine the components of the hinge reactions at B and C. (Ans.…
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Q: Qe: For the beam shown in Fig.Qu. Determine the reactions at A and B. Draw F.B.D for the system? 300…
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Q: RAY RB Exercise 3 Compute the reactions for the beams. 4kN 12 kn 3kN /m 6 kN 4 2.5 kN/m 1.5 3 3 m B…
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Q: Calculate for support reactions if: P=55 -Plot shear diagram -Plot moment diagram
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Q: 2.2 determine the reactions RA and RB on the beam shown? Z00kN 300 kN.m B
A: Balancing moments and vertical forces
Q: 3.) DETERMINE THE MAGNITUDE OF THE MOMENT OF THE FORCE F = (300i -200j + 50k} N, ABOUT THE OA AXIS.…
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Q: 100 30 200 10* 100 300 50 200 120 12" 6' FIG. P 2-17 FIG. P 2-18 2-18. Determine the resultant of…
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Q: Draw the influence lines for the reactions at the supports and the shear and bending moment at point…
A: Given:- Span AB=20 ftSpan BC=10 ftSpan CD=10 ft To find:- a) Draw influence lines for the reactions…
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Q: Determine all forces -0.3m R00 N/m acting on member ABC 400 N/m of the frame shown in Fig. P7-106.…
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Q: Determine the reactions at A and C when (a) a =0, (b) a =30 degrees. 800 mm C 300 N 200 mm 300 N 200…
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Q: Draw influence lines for the reactions at A and C and for the bending moment at E in the beam system…
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Q: Q: Determine the reaction of the wall on the beam in fig. below Ib/ft 6000 A 4' 3'
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Q: For the floor beam system shown in Fig. (3) construct the influence line for: a. the vertical…
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Q: Draw the influence lines for the vertical reactions at supports B; D, and G and the reaction moment…
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Q: C- In Fig.C , Resolve the 100N force into components along the u and v axes, and determine the…
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Q: Determine the magnitude of the force member BC exerts on member AB at pin B. а 1.00 kN с 3.50 kN |…
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Q: Problem 1. Determine the hinge reactions (in kN) at point B for the beam shown. 100 KN/m 60 KN/m AB…
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Q: Activity 2. For the A-Frame shown, determine the components of the hinge reactions at B and C. 3m…
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Q: Calculate for support reactions if: P=51 -Plot shear diagram -Plot moment diagram
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Q: Q3 Determine the horizontal and vertical components of reaction at the pins A, B, of the two-member…
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Q: -hinge sm
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Q: 35.6 kN 35.6 kN 71.2 kN 71.2 kN 5 m 35.6 kN 35,6 kN -4 at 6.1 m 20.4 m-
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Q: reactions at A and B.
A: Transform the beam as shown , Shift 50kN at D by using moment and point load at D
Q: B ,2 m, 2 m, 2 m, 3m , 3 m, 3m Find the magnitudes of the support reactions at A, B and C for the…
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Q: A B 1 m 4 m 1. Draw the influences for:H (a). reaction at Point C. (b). shear at Point B. (c).…
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Q: 2-17. Determine the resultant of the parallel, coplanar force system in Fig. P 2-17. 60 100 30 200…
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Q: reactions at A and D
A: Here i am answering to this problem according our company guidelines. Inm step-1 in given brief idea…
Q: 400 C 60 607 8. FIG. P 1-8 1-8. Determine a pair of components of the 400-lb force in Fig. P 1-8…
A: Given Force system
Q: A В 0000 -L-
A: given: L = 8 meters P = 10 kN (located @ midspan) w = 5 kN/m E = 200 GPa A = H250 x B150 mm beam
Q: 100 60 200 50 100 200 400 300 40 120 12 FIG. P 2-17 6' 2-18. Determine the resultant of the…
A: To find resultant
Q: Draw the influence lines for the reactions at the supports for the beam shown in Fig. P14.12.…
A: An influence line is a curve, the ordinates to which at any point equals the value of some…
Q: Problem Number 4: Determine the Reactions on the supports of the Loaded Beams. A) RA= KN, RB = KN 50…
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Q: A two-story frame is subjected to the loading shown in Fig. 10.16(a). Determine the symmetric and…
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Q: Determine the magnitudes of the pin reactions at B and C if m = 1000 kg. 1.5 m 1.5 m A B C 0.9 m D
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Q: Draw the influence lines for the reactions at supports B and D and the shear and bending moment at…
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- The force acting at A is F = 10i + 20j − 5k kN. Knowing that the moment of this force about the y-axis is 8j kN · m, determine the distance b and the moment of F about point O.Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimalsVertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
- Recompute the reactions for the frame in Fig-ure P9.43 if support C settles 0.36 in. when the load actsand support A is constructed 0.24 in. above its intendedposition. Given: E = 30,000 kips/in.2 and I = 60 in.4In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)Determine the magnitude of the projectedcomponent of the force F = 300 N acting along line OA.
- Determine the moment of this figure P1=35kN and P2=55kNTwo forces act on the screw eye. If F1 = 400 N andF2 = 600 N, determine the angle θ (0° ≤ θ ≤ 180°) betweenthem, so that the resultant force has a magnitude ofFR = 800 N.The slotted arm OA rotates about a fixed axis through O. At the instant under consideration, θ = 32°, θ˙ = 47 deg/s, and θ¨ = 21 deg/s2. Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by the sides of the slot to the 0.3-kg slider B. Neglect all friction, and let L = 0.64 m. The motion occurs in a vertical plane.
- Determine the reactions on the beam given the loadings below using VIRTUAL WORK METHOD. Use the reaction at C as redundant. x1= 3.5 m x2= 1.5 m w1= 30 kN/m w2= 20 kN/m M= 9 kN/m (EI)AB = 1.5EI E= 40x10^6 mm^4 I= 200000 MPaIn influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of Ay when x = 4.20 m due to a unit load?Application of Equilibrium Solve for the value of unknown variables Given : P1 = 10KN W1 = 5 KN/m P2 = 6 KN W2 = 10 KN/m θ= 58° a.Unknowns: RAy , RBy , RBx , MB b. compute the internal shear 1.35 m to the right of support A