Find the unknown forces in the structure below. 5 4 50 kN B F F₁

Q: Find roller support reaction

A: Given data : Point load =3 KN Point load=4 KN Point load=3 KN   To find : Roller support reaction

Q: 10 KN 15 KN 10 KN E. 0.9 m p.9m A B IF 1.2m 1.2m 1.2m 1.2m

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Q: 2m 2m 1.5m 2m IB D 2m V3 kN V 8 kN What is the reaction at support D in kN? Round off to two decimal…

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Q: Euro copter 130 F-WGYP Model was remodeled by John McClane to be weaponized. He plans to integrate a…

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Q: Determine the force in member AD for the truss shown using the method of joints. D B 120 kN -4 m 60…

A: A truss is given with hinged support at A and roller support at C.At point D, 60kN and 120kN loads…

Q: P kN В w kN/m 12 m A 5 m - 5 m Draw the schematic / blown-up diagram of the frame showing the member…

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Q: 30 KN 27. Determine the force in member BE in the below figure. • 12.22 KN • 22.92 KN • 54.59 KN •…

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Q: draw shear and bending diagram 40 kN 12 kN/m 5 kN/m 1.5 50 kNm A 2 m 6 m 2 m

A: Given that,

Q: Determine the reactions at the supports.

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Q: Drow the shear and bending diagram

A: Given: Required: Shear and bending moment diagram

Q: What is the location of zero shear from A in meters? Given: w = 43, a 3, b = 4, and c 2. w kN/m a m…

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Q: The axial force in member CB equals 50 kN 100 kN 100 kN 50 kN -3.0- -3.0- -3.0- AV 2.0 m B.

A: To find ,axial force in CB

Q: Determine the member force on member EI.

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Q: 15 KN 10 KN 10 KN 1.0m 1.0 m H RAX 2.0m 20m 2.0 m 2.0 m 5 KN REY RAy

A: Solve for the forces of members CG, GH, AH, BC, BG, BH, and AB

Q: For the figure MLM-1 below. Determine the vertical reactions at supports

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Q: PROBLEM 5. Determine the support reactions for the truss loaded with uniform wind load shown. 9 kN/m…

A: The 1st UDL of 9KN/m is resolved in vertical and horizontal direction with angle of θ =…

Q: Provide a frame analysis for the following frames.

A: degree of static indeterminacy, Ds = number of unknown support reactions - number of the equilibrium…

Q: 20 KN

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Q: The gate rests on the floor at an angle of 30° with respect to the ground and is hinged at the top.…

A: A hinge is a type of method that connects normally a gate and the connection is allowed to move and…

Q: 15 kN/m 6m 3m (b) 60 KN

A: Shear Force Diagram: The shear force diagram represents the shear forces acting on a beam at each…

Q: Boom BC, as shown, supports a load of 15 kN which is then mainly supported by cable AB. The boom…

A: Data given:A = 1990 mm2x(bar) = 12.7mmIx = 6.29×106 mm4Iy = 0.358×106 mm4rx=56.4 mmry=13.4 mmloads =…

Q: Find the shear force value at point 3 m from B

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Q: Determine sum of vertical support reaction at A and B

A: Given data : The value of point load P1=5 KNThe value of point load P2=4 KNTo find :Sum of vertical…

Q: Find the force member CH.

A: solution  these types of the question can be solved by using the method of joints concept

Q: st 1.5 kN 1 kN 4 m

A: solution first find the reactions at the supports consider ∑Fy=0 and consider  ∑Fx=0 Py+Ty=3KN…

Q: B D A E 6ft -6 ft FIG. PS.8 the beam shown, calculate (a) the maximum bending stress; ress at a…

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Q: 2 m 1 m 25KN

A: To find out the shear for at T.

Q: 10 KN 10 KN B D A 2 m 2 m RAx 2m Rey RAx

A: Given beam:-

Q: Name four zero force members in the Figure. 6 kN 900 N- 2 m 2 m SE B.

A: Given- Trus s diagram with different loads

Q: P kN В W kN/m 12 m A 5 m 5 m Draw the schematic / blown-up diagram of the frame showing the member…

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Q: 10 kN A -20 kN/m 3 m 12 kN/m 3m B

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Q: 20 KN 15 m 5 kN/m 25 kN

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Q: 6-05kN 6.VY KN 3.55m 3.XY m 6 kN E 3.YZ m 3.55m B 3.VY m 3.05m 8.ZY KN 8.55kN

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Q: 10 kN D 10 kN Determine the force in member DJ, in kN. O E B F 6 m Ag H 10 kN 6 panels at 4 m- K J O…

A: Determine the force in member DJ, in KN.

Q: Drow the shear and bending diagram

A: Given: A simply supported beam with two side overhang beam loaded as shown in the figure. To draw:…

Q: 2.5 m D A 20 KN 3 m E B 40 kN 3 m C 40 kN

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Q: Replace the parallel force system acting on the plate by a resultant force and specify its location…

A: to find resultant and its location on x-z plane

Q: Determine the internal force carried by member AB. 50 kN 50 kN 100 kN 4 m B 3 m

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Q: Draw shear force diagram

A: Support reaction : ∑MC=0RAY×4-12×3+8×1=0RAY=7 KN∑FY=0RAY+RC-12+8=07 +RC-12-8=0RC=13 KN

Q: TK C 2 m 1 m 25KN

A: Determine shear force at point c in above diagram.

Q: he box girder below is subjected to a shear of V=15kN. Determine the shear flow at point B. Give…

A: The magnitude of the shear force on the box girder = V = 15 kN To determine:- a) The shear flow at…