Exercise 3:For the simply supported beam shown in Figure 3, calculate the reactions atsupports.10 KN5KN15KNcD 300 E1 m*+1 m xДжFigure 3PXFor the simply supported beam shown in Figure 3, calculate the Axial Force (N) atall the sections (A-E) of the beam shown in this figure.Plot the Axial Force (N) diagram by using the results obtained at Q5 above.For the simply supported beam shown in Figure 3, calculate the Shear Force (V) atall the sections (A-E) of the beam shown in this figure.Plot the Shear Force (V) diagram by using the results obtained at Q7 above.For the simply supported beam shown in Figure 3, calculate the Bending Moment(M) at all the sections (A-E) of the beam shown in this figure.Plot the Bending Moment (M) diagram by using the results obtained at Q9 above.in theresultMomby us

Answered: Exercise 3: For the simply supported…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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For the beam loaded as shown in the figure 2, determine the moment reaction at A in kN-m using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. Enter the absolute value only and round-off your answer to 3 decimal places. a = 2.9 m, b = 32.9 kN/m, c = 20 kN.
For the beam loaded as shown in the figure 2, determine the moment reaction at A in kN-m using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. a = 3.2 m, b = 33.5 kN/m, c = 24 kN.
Determine the reaction forces R1 and R2 and show the shear and bending moment diagram. Data: Point load (left-most) = 90.126 N RL1 (80mm to 160mm) = 65 N RL2 (160mm to 180mm) = 130 N RL3 (180mm to 260mm) = 65 N
Determine the member end moments and reactions for the continuous beam shown in the Figure (a) due to the uniformly distributed load and due to the support settlements of 10 mm at A, 50 mm at B, 20 mm at C, and 40 mm at D. Use the three-moment equation. Ans. MB =115.2 kN.m , MC = 451.2 kN.m, Ay = 138.5 kN, By = 277.9 kN, Cy = 378.7 kN, Dy = 104.9 kN
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!
A rigid beam with negligible mass is pinned at one end and supported by two rods. The beam was initially horizontal before the load P was applied. 1. Compute the elongation of steel if P=120kN 2. Compute the elongation of steel if P=120kN 3. Find the vertical movement of P if P=120kN
The steel rod is fixed to the side at ‘A’, and before it is loaded, there is a gap of 0.15-mm between the side at ‘D’ and the other end of the rod at ‘C’ as shown in the figure below. Determine the support reactions at ‘A’ and ‘D’ if the rod is subjected to an axial force, ? = 200-??. Take ??? = 200-???.
(i) A tie bar is 2.5 m long, has a circular cross section of 50 mm in diameter and is subjected to a force of 250 kN. Given that Young’s Modulus E = 209 kN/mm2 and Poisson’s Ratio ν = 0.3 calculate the change in volume of the bar when loaded. (ii) Draw the shear force and bending moment diagrams for the cantilever beam shown in the image attahced clearly indicating all significant points.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=12 ft, b=5 ft and w = 7.5 kips/ft. Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Determine the shear force acting at each of the following locations:(a) x = 0+ ft (i.e., just to the right of support A)(b) x = 12 ft(c) x = 15.333333333333 ftWhen entering your answers, use the shear force sign convention. The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips. Determine the maximum bending moment that acts anywhere in the beam. When entering your answer, use the bending moment sign convention. Use the graphical method to determine the bending moment acting at each of the following locations:(a) x = 5.2 ft(b) x = 12 ft(c) x…
The steel framework as shown in Figure Q1 is used to support the 200 mm reinforced stone concrete slab that carries a uniform live loading of 14 kN/m2. Sketch the loading that acts along members BE and FED. Set a = 9 m and b = 12 m.
Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimals
Replace the loading (Figure 1) by an equivalent resultant force and couple moment at point O. Suppose that F1={8i−2k}kN and F2={−4i+5j−2k}kN. Part A Part complete Determine the resultant force. Enter the x, y, and z components of the force in kilonewtons to three significant figures separated by commas. Part B Determine the equivalent resultant couple moment about point O. Enter the x, y, and z components of the moment in kilonewton-meters to three significant figures separated by commas.

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