5.19 Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000 mm2 cross-sectional area and 3.125 x 10⁹ mm4 moment of inertia for both members) is Internal hinge 1m BT 1m
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- 3. Compute the reacting forces RA and Rg at the ends of the beam shown. These reacting forces are neccessary to maintain equilibrium. pª 3m 130N Fa 112 5mAns (P) - 50.4KN need explanation6 Which of the following gives the reaction at C in the given beam? 300N 210 N/m A 100 Nm TITT 5m B O 1238.5 N 1693.5 N 1700.0 N O 1771.5 N int. hinge D 5m CT 3m 12m 2m+ 120 N/m ETT 3m F
- The beam is loaded and supported as shown in the figure, find the reaction at roller support. (kN 48.19 10KN/m 15KN 10kN/m ideg C. 2m 2m 1m 20kNm6 RN m 10KN 50° Am 5 KNn 22 3 3 * 关 FIND THE REACTION FORCES OF THE SUPPORIFO BEAMForce P with 5.05 kN magnitude acts along the parallelepipeds diagonal CE, pointing towards E 290 mm 290 mm 145 mm Determine the magnitude of the moment of Pabout the following Ines in N-m. (a) Ine OA N-m (b) ine O8 N- m (c) Ine AB N-m (d) Ine BF N-m (e) ine BG N-m (r) Ine DG N-m (a) Ine 0D N-m (h) Ine OC N-m (1) ine EF N-m (1) Ine OF
- What is the Vertical Reaction at A in kN? [add negative (-) sign if answer is to the left / downwards]Take note: I am looking for support reaction at DUnit 4 Rotation Gravity, Satellites... An Fw-10200 N vehicle is stalled one-third of the way across a bridge Compute the support force Fsup that needs to be supplied at the support of the bridge farthest from the vehicle.
- ENGINEERING MECHANICS STATICS Homework: 1. Draw the free-body diagram of cach object. d) 00N-m 2mH 200 N/m (b) (e) 400 N/m 3m Im (c) () 2. Determine the horizontal and vertical components of reaction at the supports. Neglect the thickness of the beam. S00 Ib 600 Ib - ft 5ft 5 ft 1/0 prepared by: Ahmed Raad, MSCEFor structure shown, compute the reactions and draw shear and bending moment diagrams. Indicate which are positive and which are negative segments of each bending moment diagram. For each shear and bending moment diagram, calculate and indicate the magnitudes of the maximum positive and maximum negative ordinates. (B) 12m N 12 KN -6m tom. 7AN 3 16mQ3: The of the moments about point A due to the forces and couples acting on the bar is sum zero, (a) What is the magnitude of the couple C?. (b) Determine the sum of the moments about point В. Ans. C = 26.0 kN.m, MB =0.0 B. 4 kN 3m 20 KN-m 4KN 5KN 3 KN -5 m- -3m-