6-109. The box beam is suhjected to the internal moment of M =4AN-m, which s directed s shown. Determine the masimum bending stres developesd in the beam and the orientation of the neutral axk

Q: Given: w1 = 60 kN/m, w2 = 30 kN/m, P = 40 %3D %3D kN, a = 3 m, b= 3 m, and c = 3 m. Determine %3D…

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Q: Determine the resultant internal normal force, shear force, and bending moment at point C in the…

A: The free body diagram of the beam is shown below: From the diagram the sum of vertical forces are…

Q: *6-100. If d = 450 mm, determine the absolute maximum bending stress in the overhanging beam. 4 kN/m…

A: The depth is

Q: oblem 7-57. Draw the shear and moment diagrams for beams ABC. B is a pin connection. Assume that w=5…

A: Draw the shear and moment diagrams for beams ABC. B is a pin connection. Assume that,  w= 5 kN/m and…

Q: Determine the bending moment function for the beam and draw its bending moment diagram.

A: Determine the bending moment function for the beam and draw its bending moment diagram.

Q: 7-6. Determine the distance a as a fraction of the beam's length L for locating the roller support…

A: Determine the distance a as a fraction of the beam's length L. for locating the roller support so…

Q: 7-6. Determine the distance a as a fraction of the beam's length L for locating the roller support…

A: The equation of equilibrium are used to get the answer

Q: Determine internal shear, normal and moment at point c

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Q: 5 m I 12 kN/m 3 m 40 kN B 5 m 21 E = constant = 70 GPa I = 554 (106) mm4 A -4 m (a)

A: Here, we have uniformly distributed load on portion BC. Value of UDL = w = 12 kN/m Length on which…

Q: why is it 123.7? isnt it in third quadrant so 180+(90-56.3)=213.7

A: Consider the given force with angle as shown below, The angle α is between the force F and the…

Q: Determine the total moment of the distributed loads acting on the beam about point A.

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Q: Determine the moment Moz produced by the force F = -8i + 25j + 4k N which tends to rotate the rod…

A: The force is

Q: *11-40. The beam is used to support a uniform kad along CD due to the 6-kN weight of the crate. Aba,…

A: Given data: *The uniform load along the length CD is 6 kN weight of the crate. *The reaction at…

Q: The beam is subjected to a moment of 16 kip- ft. Determine the resultant force the bending stress…

A: know

Q: y F M А В dcD -daB- -dnc: A curved beam is supported by a collar support at point A which slides on…

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Q: of F about axis BA. Express the resu f the curved sections are all 0.5 m.

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Q: Determine the moment of the distributed loading at point B. (Answer: 135 Kn-m ccw)

A: Step 1: Step 2: Step 3: Step 4:

Q: use the equilibrium approach to develop the system of equations needed to define the V&M…

A:

Q: Draw the shear force digram and bending moment digram

A: The magnitude of point load, P= 40 kNThe magnitude of UDL, F = 20 kN over 2 meter

Q: 12-23. Determine the moments acting at the ends of each member of the frame. El is the constant.

A: Given    Load = 1.5 /ft Length = 24 ft Height = 20 ft Find   Moment at each end

Q: Determine the reaction at the roller support and draw the bending-moment diagram for the beam and…

A: The free body digram is shown as, Consider only RB and M0 = 0 Deflection due RB will be y1=RBL33EI…

Q: Find the distance a as a fraction of the beam's length L which positions the roller support so that…

A: To find: The value of a. Given: The load P and the respective distance with which they on the…

Q: Determine the internal resisting forces and moment trans- mitted by section aa in B 30 750 Ib 30 in.…

A: Given: The radius of curvature, R= 30 in force at the end, FP=750 lb at an angle 30o The radius of…

Q: For the beam and loading shown, determine the reaction (N) at the roller support  if W = 45,590 N/m,…

A: Given- W = 45,590 N/m,   V = 75,340 N/m, x = 1.48 m, y = 4.55 m, and z = 1.70 m.

Q: 200 N 200 N 200 N mtimt F 3 m

A: Free Body Diagram