Consider the beam in (Figure 1). Figure 2 kip it 50 Kip It
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Draw the shear and bending moment diagrams of the beam
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- QI/ Draw the shear force and bending moment diagrams for the beam shown in Figure (1). 75 KN 15 KN m 10 m Figure (1)force, the sign convention is same as that used in lectures and seminars). A simply supported beam is loaded as shown in the Figure. The corresponding SFD and BMD would be: 20 kN 10 kN/m 2 m 2 m 30 kN (a) 40 kN m 30 kN 30 kN 10 kN (b) 40 kN.m 10 kN 30 kN 30 kN Click Save and Submit to save and submit. Click Save All Answers to save all answvers.Draw the complete shearing force and bending moment diagram for the beam shown in figure (2). Use the last TWO digit of your ID Number for the missing force (F). 75 4 m F KN/m 4 m 12 m Figure (2)
- explain how the moment diagram get especially in 50 to 250kN-mIn (Figure 1), w = 3.8 kip/ft and F=20 lb. Follow the sign convention. Part A Determine the shear force acting at point D of the beam. Express your answer in kilopounds to three significant figures. vec VD = kip Figure 1 of 1 Submit Request Answer Part B Determine the moment acting at point D of the beam. Express your answer in kilopound-feet to three significant figures. A, 6 ft 9 ft ΑΣφ vec MD = kip ft %3Ddetermine reaction A (in kN, roundiff to 2 decimal places) for the loaded beam in the figure.
- (a) The Figure la show the cross-section of a beam. All dimension are in cm. 10 2 10 Figure la (i) Calculate the centroid of the cross-section measured from the bottom of the cross section. (ii) Calculate the moment of inertia, I, for this cross-section. (iii)A pure bending moment of magnitude 1.0 kN.m is applied to the cross- section, generating compression above the neutral axis, and tension below. Calculate the maximum values of the tensile and compressive stress. (iv)The bending moment is removed. The same beam cross-section is now subject to a vertical shear force of 2.5 kN acting in the downward. Calculate the maximum horizontal shear stress. Where does it occur?QI: Determine the reactions of the beam shown in the figure. 400N 1000N 1.2m 0.8m 0.8m.Calculate the net torque (magnitude and direction) on the beam in figure about an axis through O perpendicular to the page. 25 N 30 T200 45° 2.0 m 10 N 4.0 m- 30 N
- Q1: Draw just the Free Body Diagram of the following figures. D Figure (1) Figure (2) Figure (3) T 30° 45° 60° - Figure (4) Figure (5) 26 kN 250 N 30 13 12 30 0.15 m 0.4 m B. 0 m 2 m 4 mI am trying to find the moment diagram of this beam but I keep getting graphs that don't make any sence how do I correctly do this problem?Write shear & moment equations as function of x and draw shear & moment diagrams for the beam given in Figure Question 1. Note: You must clearly draw the free body diagrams and write equations. Tim 200 lb 400 Ib 300 Ib/ft 3 ft 4 ft - 2 ft Figure Question 1