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- A 9 − meter simply supported T-beam carries a concentrated load of 10 kN at3 meters from the left support and 16 kN at 3 meters from the right support. Overall depth ofbeam is 400 mm and the location of the neutral axis is 116.542 mm from the top of the beam.Moment of inertia is equal to 210.358 × 106 mm4 A. Determine the maximum moment using shear and moment diagram.B. Determine the locations of 40 kN. m from the left support.C. Calculate the flexural stress.Write legibly and box the final answer. Determine the maximum mass (kg) that can be lifted at E if the 11.670-HP motor A has a maximum rotation speed of 301.20 rpm where the diameter of the shaft AB and CE are 10.237 mm and 15.402 mm, respectively. The allowable shearing stress is 1.001 GPa with F.S. of 1.76 for both shafts. Neglect the deformation of the cable at E. Where: radius of the gear at B, rB = 113.10 mm radius of the gear at C, rc = 158.58 mm31 -Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing. Accordingly, the shear force at point E T=? a) 2B) 4C) 14D) 0E) 6
- M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5kips/ft is distributed along the length of the beam which is 22 ft. If the1.5kips/ft uniformly distributed load will be transformed into a singularconcentrated load, what will be the magnitude of Moment taken at pointA? What is the equivalent singular Resultant force of the loads shown?Determine the location of the resultant R from point A.A simply supported 4-m long beam is made up of 80% grade Kato. The beam is carrying a uniform load of 12 KN/m all through out its length and a concentrated load of 800 N 1 meter from the left support. The cross-sectional area of the beam is indicated below. a. What is the maximum shear of the beam in KN? b. What is the maximum moment of the beam in KN.m? c. What is the distance (in mm) of the neutral x-axis from the indicated x-axis?Five forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the y-axis through which the stand-alone resultant R must pass if F = 4.5 kN and θ = 20°. Point O is at the center of the I-beam.
- Solve Prob. 7.53 when 0=60°.(Reference to Problem 7.53):Two small channel sections DF and EH have been welded to the uniform beam AB of weight W = 3 kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E . Knowing that 0= 30° and neglecting the weight of the channel sections, (a) draw the shear and bending-moment diagrams for beam AB, (b) determine the maximum absolute values of the shear and bending moment in the beam.A steel bar having cross-sectional areaA=1200mm2 is compressed by an axial loadP=53 kN.Determine the average normal and shear stressesacting on aninclined sectionaa cut through the bar at angleα=250.(Point K is a fixed support) A=5, B=3, C=8Calculate the reactions of supports for each beam below using forced method of analysis. (Draw each FBD)
- Beam ABCDEFG below is subjected to multiple loads as show. The total length of the beam is 10m. Analyze the beam completely. 3.) Determine the shear equation for segments B-C 4.) Determine the moment equation of segment C-D 5.) Determine the maximum negative moment 6.) Determine the maximum positive shear 7.) Determine the maximum positive moment 8.) Determine the moment equation for segment A-B 9.) Determine the moment equation at segment F-G 10.) Determine the vertical reactin at FA beam is loaded as shown in FIGURE X.1. Which of the following gives the max. shear? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN2. Which of the following gives the max. positive moment? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN3. Which of the following gives the location of max. pos. moment from point B? a. 2.25 mb. 2.75 mc. 2.5 md. 2.35 mBeam ABCD has a length of 14 meters, where points A nd D are located at theleftmost and rightmost end, while point C is located 10 meters from point A andpoint B is located midway between A and C. The beam is supported at A (hinged)and at C (roller). A concentrated load P is loaded at B and a uniform load "w" isapplied in the span(segment) CD. If P = 60 kN and w = 5 kN/m, compute the slopeat D in degrees