What is the reaction at B for the following truss.
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- Can you Please Solve for Reaction @ Support A & B. Where EI constant.The truss is shown. Indicate direction to your final answer. a.) What is the vertical reaction at A in kN? b.) What is the horizontal reaction at A in kN? c.) What is the reaction at G in kN?I need help with this review problem Engineering Statics Take F1 = 40 kN, F2 = 20 kN, and d = 8 m (a) Draw a free body diagram of the entire truss. (b) Find the support reaction at A (Give the x and y components) (c) Consider a cut through members CD, DI and HI. Draw the free body diagram of the left part of cut. (d) Use the FBD of the previous question to find the tensions in members CD, DI and HI.
- Given the Statically Determinate Simple Beam as shown below withinternal hinged at Point B and additional external support at Point D (0.9 m fromPoint A). 10N/mDetermine the following:a.) The External Reaction at Point A.b.) The Internal Reaction at Point B.c.) The External Reaction at Point C.d.) The External Reaction at Point D. express in 3 decimal pointsConsidering the structure and loading shown in the figure below, determine the reaction module in A and E, when cos α = 3/5.Solve for all support reactions using 3 moment equatio. (Structural analysis)
- Given the Statically Determinate Propped Beam as shown below withinternal hinged at Point B. The uniformly varying load is 10 N/m at Point C. Determine the following:a.) The Moment Reaction at Point A.b.) The External Reaction at Point A.c.) The Internal Reaction at Point B.d.) The External Reaction at Point C. NOTE: 3 DECIMAL PLACESA beam ABCDE is simply supported at A and D. It carries the following loading: a distributed load of 30 kN/m between A and B; a concentrated load of 20 kN at B; a concentrated load of 20 kN at C; a concentrated load of 10 kN at E; a distributed load of 60 kN/m between D and E. Span AB=1.5 m BC=CD=DE=1 m. A. Draw the FBD B. Calculate the value of the reactions at A and D and hence draw the S.F. and B.M. diagrams. C. What are the magnitude and position of the maximum B.M. on the beam?The propped cantilever beam is a W150 x 1 steel section. Determine (a) the reaction at B; and (b) the displacement at A.
- Force P is applied as shown on the 13.5 mm thick plate. P = 100 kN. Holes are oversized causing all rivets to always proportionately react to load applied on the plate. 1. Which of the following most nearly gives the force in rivets if P is applied at the centroid of four(rivets)? a. 50 kN b. 30 kN c. 25 kN d. 40 kN 2. Which of the following most nearly gives the force in rivets if only moment equals P times e is applied at the centroid of four(rivets)? a. 12.567 kN b. 10.451 kN c. 32.672 kN d. 17.678 kN 3. Which of the following most nearly gives the maximum force in rivets due to combined effect of P and torque? a. 42.28 kN b. 40.93 kN c. 39.53 kN d. 37.34 kN 4. Considering shearing in bolts, what is the minimum required diameter if allowable shearing stress in bolts is Fv/2, Fv = 372 MPa a. 27.34 mm b. 14.53 mm c. 16.45 mm…A beam AB 6 m long is fixed at A and hinged at B with flexural rigidity EI = 1200 N-m². The beam is load of a couple (M) at point B. 1. Compute the magnitude of the couple (M) at point B to produced one unit radian rotation at B in N.m a. 400 N.m b. 600 N.m c. 200 N.m d. 800 N.m 2. The reaction at point B equal to: a. 200 N b. 400 N c. 300 N d. 600 NTopic: Couples, Resultant of Force Systems & Equilibrium If F1 = 10N, F2 = 15N, F3 = 8N, F4 = 10N, F5 = 18N, and the length of te side of a red square is 1m. Calculate magnltude (+ for CCW, - for CW) of the resuItant moment (N-m) about point A. Calculate the magnitude of the reItant f0rce (N). (Answer: 50.80Nm, 20.33N)
