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- Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-mHow do solve this. The answer is Fr=380N, F1=57.8N. "If the resultant force acting on the bracket is required to be a minimum, determine the magnitude of F1 and the resultant force. phi = 30 degrees"Structural Engineering: Method of Virtual Work for beams: The beam shown has a fixed connection at A. It has a hinge located at point B, 16 feet to the right of point A, there is a roller support at point C, 22 feet to the right of point A, and there is a point load applied at point D, 30 feet to the right of point A, finally, there is a distributed load of 3kips/ft applied over the 16-foot length from point A to point B. The moment of inertia, I, for section AB is 4500in4 and the moment of inertia for section BD is 3000in4. The modulus of elasticity, E for the entire beam is 30,000ksi. Given the above information and the attached image, using the Method of Virtual Work for beams, find the slope and deflection at point D.
- Draw drawings of normal force (N), shear (V) and bending moment (M) through shear to a tight, uniform load and single electoral frame as a levee, fixed support and bifurcation, walking distances 3? (AC=5m, OC= 3m, OD=3m, ED=3m, Console protrusions: 3m, Vertical distance between a bracket and console end = 4m, Vertical distance between A bracket and E bracket=1m, Horizontal between A bracket and E bracket distance=9 m, AC Direction of midpoint between 10N Single Load AC is directed vertically. sin37=0.6 , cos37=0.8 )Find the distance between the points p1and P2. P1 =(-1, 0); P2 =(2, 4)A beam having a tee-shaped cross section is subjected to equal 18 kN-m bending moments, as shown. Assume bf = 125 mm, tf = 25 mm, d = 185 mm, tw = 20 mm. The cross-sectional dimensions of the beam are also shown. Determine the centroid location (measured upward from the bottom), in mm rounded to the nearest tenths. What is the bending moment, shear force, (in kip-ft rounded to the nearest whole number) at x = 9.0 ft? Determine the moment of inertia about the z axis. Express your answer in (106) mm4 rounded to three significant figures Determine the controlling section modulus about the z axis. Express your answer in (103) mm3 rounded to three significant figures
- A uniform horizontal beam with a length of l=8.00m and a weight of Wb=200N is attached to a wall by a pin connection. Its far end is supported by a cable that makes an angle of 53.0 with the beam(figure a).A person of weight Wp=600N stands on the beam. Let d represent the distance in meters between the person and the hinge at the left end of the beam.(see figure c) a)Show that the cable tension is given by T=93.9d+125, with T in Newton’s. b)Show that the direction angle of the hinge force is described by tan ? =(32/3d + 4 − 1)tan 53.0°. c)Show that the magnitude of the hinge force is given by R = root 8.82 103d 2 − 9.65 104d + 4.96 105. d)Describe how the changes in T, ?, and R as d increases differ from one another.A right handed archer exerts 540 kN at the left hand, holding the arch his right hand pull the cable as shown in FIGURE V. 1. Find T1. a. 565.43 kNb. 545.21 kNc. 665.25 kNd. 556.23 kN2. Find T2. a. 517.47 kNb. 560.09 kNc. 530.29 kNd. 554.41 kN3. Find the force exerted by the right hand.a. 340 kNb. 540 kNc. 430 kNd. 240 kNA shear center of an H section with unequal flange is located rearer to the bigger flange. If the smaller flange is 16 mm by 100 mm, the larger is 16 mm by 200 mm, and the web is 9 mm by 284 mm, the distance of the shear center from the center of the bigger flange is: a) 31.56 mmb) 252.44 mmc) 248 mmd) 142 mm
- Determine the values of shear and moment at every meter using the Technical Definition Method. Tabulate your answers. ** Need asap pls. Thanks.Determine the shear force acting at each of the following locations:(a) x = 12.0- ft (i.e., just to the left of point B)(b) x = 12.0+ ft (i.e., just to the right of point B)(c) x = 31.0 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: (a) V = kips (b) V = kips (c) V = kips Determine the bending moment acting at each of the following locations:(a) x = 12.0 ft (i.e., at point B)(b) x = 31.0 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2.Answers: (a) M = kips-ft (b) M = kips-ft Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = kips-ft xmax = ftCalculate the Load on Column in the diagrams. NOTE: Column Size, b x d = 457.2 mm x 609.6 mm (18 x 24 inch) Beam Size, b x d = 305 x 610mm (12 x 24inch) H=462mm B= 0.4h = 185mm Effective span, L = 6m Fck, = 20 N/mm2 Fyk, =500 N/mm2 Slab Effective span, L = 2mb = 6m Estimated thickness considering, h= 2000/26 = 76.92mm Use h,= 100mm Fck = 30 N/mm2 Fyk =500 N/mm2 Unit weight of RC = 25 kN/m3 Size BRC= 12mm Spacing bar = 200 mm2/m