E H. turtur- 3000 lb 1000 lb -4 ft- Determine the magnitude (in Ibs) of the external reaction at the main cable support DE. 6 ft 6 ft 6 ft

Q: Determine the reactions on the beam. Neglect the thickness of the beam. 20 AN 26 KN

A: FREE BODY DIAGRAM is a diagram of the system which represents all the forces acting on the system.…

Q: Q 4: The jib crane is fixed at ( A ) and carry a box of ( 2500 kg ) mass, as shown in the figure.…

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Q: Determine the reactions of the supports

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Q: Given: Cables with loads as shown. Neglect cable self-weight. Let distance hc = Find: The tension in…

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Q: 30° 30° A D B 6 ft 6 ft 6 ft 300 lb 300 lb

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Q: The bar AEB is supported by a ball and socket at A and the cables BC and BD. Find the support…

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Q: 150 lb/ft B 6 ft 8 ft

A: divide this load into two parts from A to C and C to B the total load of UVL (from A to C) =…

Q: Calculate the reactions on the supports A and B 8000 N/m A B 4.2m

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Q: Еxample 1: دور لعحز For the force system shown below, determine all unknown reaction. لظام لقوة

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Q: Q.3- If block B weighs 325N and block C weighs 175 N, determine the required weight of block D and…

A: We can see the FBD of the joint A

Q: The cable shown in Fig. If the sag ha in the cable is 200 m, determine weighs 30 N/m. The tension in…

A: Write the expression for tension in the cable.

Q: Q4: The jib crane is fixed at ( A ) and carry a box of ( 2500 kg ) mass, as shown in the figure.…

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Q: Determine the magnitude of the roller reaction at E.

A: Given data To determine the support reaction at E

Q: Find the magnitudes of the pin reactions at A, C and E caused by the 1800-N.m couple.

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Q: 1. Determine the Maximum Weight of the Cylinder in Kn so that the supporting rod attached to the pin…

A: Given Case 1 Pin force = 300 kN Case 2 and 3 Weight of cylinder = 500 kN To find Case 1 Weight of…

Q: *if rope BC will fail when the tension becomes 80 kN .* Pt A. What is the magnitude of the reaction…

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Q: A rope passes over a frictionless pulley at D, as shown. The cylinder weighs 300 lb. Determine the…

A: The free body diagram of the beam is as follows: Calculate the moment about point A as follows:…

Q: Determine internal reaction at the point located between A and C, 0.7 m to the right of A. Disregard…

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Q: The two steel shafts in Fig. have the same diameter and weigh 100 lb each. Neglecting friction at…

A: Consider the diagram shown below for the given system,

Q: From the given beam: Determine the vertical reaction at the roller support. 5000 lb 4000 lb 1000…

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Q: The system shown works as an articulated frame. Find the reactions at the pinned supports located at…

A: Given: The load intensity, w = 400 N/m

Q: 6 kN/m 3 kN/m B 4.5 m 1.5 m

A: Draw the reactions  Weight of the rectangular load, 3(4.5+1.5)=18 KN acts 3m from the supports A…

Q: Determine the reactions at the support points for the systems below: - 1. 600 lb/ft - 6 ft -12 ft

A: Draw the free body diagram of the beam showing all the reactions at supports. Calculate the point…

Q: Helght 3 3' 4' 500 lb B.

A: A structure made up of several bars (or members) riveted or welded together is known as truss. If…

Q: Determine the reactions for the loaded beam as shown below. Neglect the weight of the beam. 120 lb…

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Q: A cable supports two vertical loads as shown in Fig. If the maximum tension in the cable is 2000 lb,…

A: Given data: yB=300 lbyC=900 lbTmax=2000 lb

Q: Determine the magnitude of the roller reaction at E. 400 kN

A: Given data To determine the reaction at the roller support.

Q: The vertical bar is cantilevered to the floor as shown. Determine the reactions at B.

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Q: Determine the reactions at point C and the force in cored AB 30° В 800 lb/ft -15 ft -15 ft-

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Q: 1. Determine the horizontal and vertical components of reaction at the supports. Neglect the…

A: Apply the conditions of equilibrium  ∑MA=0By(10 ft)-600-500455=010By=600+2000=2600By=260 lb

Q: Determine the reactions at point C and the force in cored AB A 30° В C 800 lb/ft -15 ft- -15 ft-

A: Given,  Load acting on the beam - 1- Uniformly distributed load of 800 lb/ft for 15 ft  2-…

Q: Find the reactions at the supports of the given beam of length 10 m with the self-weight of 10 kN…

A: First draw the diagram of given beam,

Q: -200 mm - 350 mm B 200 mm C. A) Draw a Free Body Diagram of the bracket and cylinder together. The…

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Q: For the system shown below, find the vertical reaction at A 12 kN/m B 100 kN 4 m A 5m--1.5 m- 5 m…

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Q: Determine the value of T if the force systems shown in the figure is in equilibrium

A: Given A system of forces To find Magnitude of T

Q: Determine the vertical reaction at support A when the value of F=30lb and G=75lb. -2 ft 2 ft G B 25°…

A: Given:-  F = 30 lb G = 75 lb To Find:-  Vertical reaction at support A.

Q: Find the reactions at the supports

A: Draw a free-body diagram of the given beam. Apply equilibrium equation of forces about the right…

Q: Neglecting the mass of the beam, compute the reactions at A and B. 600 lb 150 Ibt Fontont 7200 lb-ft…

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Q: Il m 8 m tension in T1 is 9 kN 8 m tension in T2 is 6 kN Determine the reaction components at O, 12…

A: find the reaction at point O.

Q: Find the crushing force exerted on the rod at B and the magnitude of the horizontal and vertical…

A: To solve this problem we have to use those concepts 1. Equilibrium of forces 2.Equilibrium of…

Q: Neglecting the mass of the beam, compute the reactions at A and B. 600 lb 150 Ivt Fonto 7200 lb-ft…

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Q: The vertical component of support reaction at B ( in N) is 400 N/m 3 m -3 m

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Q: Q) Find the required weight (N) and the angle 0 of block B for equilibrium. If the weight of block D…

A: Given, WD=375 NWC=230 N Since the pulleys are frictionless, the weight of the blocks B and C acts as…

Q: O The weight of the homogeneous flat plate is 500 N. Determine the reactions at the supports A and B…

A: find the reaction at support.

Q: Q4 - Determine the reactions at the supports. 500 N/m 4 m

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Q: 2.25 m E 3.75 m 20 kN 20 kN 20 kN 20 kN 1.8 m'1.8 m'1.8 m'1.8 m'|A F 4.5 m

A: The schematic diagram of the beam is as follows: Calculate the horizontal force in the beam is as…

Q: nd the vertical reaction at point B. (KN) 900 N/m 600 N/m

A: To determine the vertical reaction at B.

Q: member AB of the frame. In other words, find the reactions at pins A and B. 300 lb 60° B 4 ft E -3…

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Q: Find the reactions at supports. 10 KN A 2 m 20 kN-m Im 3 m 24 kN-m B 10 kN E Im 2 m F

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Q: А - 3 ft 3 ft 2 ft 30° Determine the horizontal and vertical components of reaction on the member at…

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