Determine the maximum positive shear in panel EC due
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Q: calculate the Maximum Negative Shear in kips
A: To find maximum negative shear
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Q: 2. Determine the maximum shear and the maximum posit developed at point C in the beam shown due to a…
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Q: 9, = 22.5 kPa %3D H, = 2.5 m Yr = 17 kN/m3 O = 25° %3D H2 = 4.5 m Ysat = 18.5 kN/m3 O = 30° %3D a)…
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Q: 9, = 18 kPa H = 3 m Ysar = 18 kN/m3 %3D O= 25° H2 =4.5 m Ysat = 19.5 kN/m3 %3D O' = 30° %3D
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- The 6 m long beam above is subjected to a point force of 15 kN at an angle of θ = 60°, a clockwise couple moment of 20 kN·m, and a constant distributed load of 10 kN/m as shown. It is pinned at A and has a roller at B. Neglect the weight of the beam. A. Determine the support reactions at pin A and roller E. B. The shear force between A and B is: C. The shear force between B and C is: D. The shear force between C and D is: E. The shear force between D and E is: F. The moment between A and B is: E. The moment between B and C is: F. The moment between C and D is: G. The moment between D and E is: H. Sketch shear force chart. I. Sketch moment diagram.A uniform live load of 1.75 kN/m and a single concentrated live force of 8 kN are placed on the floor beams. If the beams also support a uniform dead load of 250 N/m, determine (a) the maximum negative shear in panel BC of the girder and (b) the maximum positive moment at B (c) the maximum negative moment at BThe 30m long compound beam has an internal hinge at point E and is supported by pin C roller D and roller F. The pin is subjected to the loading as shown in the image. Find the internal normal force (N), shear (V) and moment (M) at points A and B.
- A uniform live load of 6.5 kN/m and a singleconcentrated live force of 15 kN are placed on the floorbeams. If the beams also support a uniform dead load of600 N/m, determine (a) the maximum positive shear inpanel CD of the girder and (b) the maximum positivemoment in the girder at D.B. Calculate the maximum shear and moment at a point 6m from the left support. Highway uniform load = 100 kN/m; highway point load = 200 kN; uniform dead load = 30 kN/m; point dead load at midspan = 50 kN.A uniform live load of 0.4 k/ft and a single concentrated live force of 6 k are placed on the floor beams. Determine (a) the maximum positive shear in panel EF of the girder, and (b) the maximum positive moment at H.
- Determine the shear force V in the beam at a point located 1.00 m to the right of point B. The ground reactions are provided.By = 300 kNCy = 125 kNDetermine the maximum shear at Point D if the weight of the beam is 15 kn/m, the moving live load is 9.330 kn/m and 3 axle wheel shown:In the beam shown, taking W1 = 3 kN/m, P1 = 7 kN, P2 = 4 kN, and W2 = 7 kN/m.c) Determine the shear at "C" d) Determine the shear at "F"
- If the beam is subjected to an internal moment of M = 40 kN . m, determine theresultant force caused by the bending stress distribution acting on the top flange A.6.82 Determine the absolute maximum shear in the beam due to the loading shown.For the truss below, determine the maximum compressive axial force in member GH due to a concentrated live load of 30 k, a uniformly distributed live load of 2 k/ft, and a uniformly distributed dead load of 1 k/ft.