10 k 20 k 20 k 5 k –15 ft--10 ft-10 ft-| FIG. P9.14, P9.16, P9.19, P9.23
Q: Draw the influence lines for the vertical reaction and thereaction moment at supportAand the shear…
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Q: Draw the influence lines for the vertical reactions at supports A and C, the shear at just to the…
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Q: .1-7. (a) Determine a pair of horizontal and vertical components of the 600-lb force in Fig. P 1-7.…
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Q: Draw qualitative influence lines for the vertical reactions at supports A and B, the bending moment…
A: Solution Draw the Beam
Q: Question (2) For the beam shown in figure (2), draw the influence lines for: 1.…
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Q: 8 Calculate the forces in the members of the truss shown in Fig. P.16.8 and the vertical and…
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Q: Determine the absolute maximum shear in a 15-m-long simply supported beam due to the series of three…
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Q: 3. (a) For the beam shown in Figure Q3a, E is constant throughout. Using the moment distribution…
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Q: Draw the influence lines for the vertical reaction and reaction moment at support A and the shear…
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Q: 59: For the beam in Fig. P5.9, determine the extreme value of the shearing force and bending moment…
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Q: 8.19 Draw the influence lines for the vertical reactions at supports A, B, and E and the shear at…
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Q: 17.8 through 17.14 Determine the reactions and draw the shear and bending moment diagrams for the…
A: Determine the reactions and draw the shear and bending moment diagrams for the beams
Q: Draw the influence lines for the shear and bending moment at point B of the cantilever beam shown in…
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Q: Determine the absolute maximum bending moment in a 15-m-long simply supported beam due to the series…
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Q: Draw the influence lines for the shears and bending moments at points B and E of the beam shown in…
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Q: 16.8 through 16.14 Determine the reactions and draw the shear and bending moment diagrams for the…
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Q: Draw the influence lines for vertical reac- tions at supports A and C and the shear and bending mo-…
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Q: Q-2 Draw the influence lines for the vertical reactions at supports B and D and the shear and…
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Q: Q1: Determine the maximum live moment at C caused by the moving load for the beam shown in Fig. (1).
A: We will draw influence line diagram for moment at C
Q: 1. a) For the beam shown Figure Q1a Calculate the value and directions of the reactions Calculate…
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Q: Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment…
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Q: Determine the absolute maximum bending moment in a 60-ft-long simply supported beam due to the…
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Q: 10 KN/m For the frame shown in Fig.(1), draw axial force, shearing force and bending moment diagrams…
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Q: Draw the influence lines for vertical reac- tions at supports A and C and the shear and bending mo-…
A: Draw the influence lines for vertical reactions at supports A and C and the shear and bending moment…
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Q: Q. 4: Draw shear force and bending moment diagram of the beam shown in Fig. 4. 6 kN 3 kN/m 18 kN-m D…
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Determine the absolute maximum shear in a 60-ft-long simply supported beam due to the series of four moving concentrated loads shown in Fig. P9.14
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- B. In Fig. below; rod AB rotates about an axis through A and is connected to block D by a flexible and inextensible cable. Determine the linear velocity of block D when 0 = tan! ( 3 /4 ), and the angular velocity of AB is 2.5 rad / sec counterclockwise. Fig.2.B BB-Determine the moment of inertia of the shaded area of the figure below about y axis only. Fig.1 BGate AB in fig.4 is a quarter of circle 6m wide into the paper. Find the force Fjust sufficient to prevent rotation about hinge B. Neglect the weight of the gate.
- p1= 144 p2= 133Calculate for the support reactionsP=51The shorter legs of two 6”x 4” x 1⁄2” angles arewelded to a 12”-20.7-lb channel. Determine themoments of inertia of the combined sectionwith respect to centroidal axes respectivelyparallel and perpendicular to the web of thechannel. For the 12”-20.7-lb channel, its area is 6.03 sq. in.; x̄=0.70; ȳ=0; web thickness t = 0.280"
- Draw the influence lines for the shear and bending moment at point B of the beam shown in Fig. P8.24.1.Develop the Lateral surface of a truncated right regular cylinder of base diameter 50mm and height 70mm being sectioned by an AIP (cutting plane) inclined at an angle 45° to HP and perpendicular to VP such that it bisects the axis. 2.Draw isometric view of frustum of the square pyramid with 40 mm base edge, 20 mm upper edge and height 40 mm. 3.Draw isometric view of a square prism with 20 mm base edge and 50 mm height resting centrally on of cylinder with 60 mm base diameter and height 30 mmDraw the influence lines for the shear and bending moment at point D of the beam shown in Fig. P8.23.