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- 1. Determine the force in each member of the truss loaded as shown below. Indicate whether the members are in tension or compression. Summarize your analysis by filling-up the table shown. 300 kN C Summary: 3 m Member Internal Force (KN) B АВ D E AE BC 5 m BE 400 kN CD СЕ A DE 3 m - 3 mA beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformly distributed upward loads as shown. Determine the values of wec and WDE corresponding to equilibrium when WA = 750 N/m. 1200 N/m 20 C WBC ADA A 0.6 m- B' 0.8 m The value of WDE is The value of wBc is [ -3.1 ms -6 m- N/m. N/m. D (DE 1.0m E FA plane truss has a downward applied load P at joint 2 and another load P applied leftward at joint 5. The reaction of the roller is: 3 L A L 2 P 1 L 5 L 4 P L 6 7100
- Rcmid=13392 O Codex Alimentarius... A What requirements. 国 Re ey to.. EHide ble This course Let's consider a fixed supported beam subjected to a triangular distributed load as shown in the figure below. The equation of the shear force (0 sxs 2m) is given by: 100 N/m 2 m Select one: O v(x) = -300 X2 +300 (N) O v(x) = -100 X² + 100 (N) O V(x) = -500 X2 +500 (N) O v(X) = -75 X2 +75 (N) O v(x) = -200 Xx² + 200 (N)A beam 100 mm x 150 mm carrying a uniformly distributedload of 300 N/m rests on three supports spaced 3 m apart as shownbelow. The length x is so calculated in order that the reactions atall supports shall be the same.A. The resultant of the four belt tensions and couple C is force R acting through points O. 1. What is the value of R? 2. What is the value of C? 1000 N 30 mm 200 N 400 N
- A Given the FLEXURAL RIGIDITY of the beam shown=6000 KN.m^2, find the :deflection at the roller support 2m B 3m C 3m 50 kN ID -0.025 m O No deflection O -0.125 m O +0.025 m O +0.125 m O Non of them O9- What is support reaction force (kN) at support A? 20 kN 3m 1,5 m Bos birak 體 GSIFigure A1 below shows a simply supported beam and a single sided overhanging beamwhich is loaded with point loads and uniformly distributed load. Rajah A1 menunjukkan sebuah rasuk tertupang mudah dan rasuk julur sisi yangdibebankan dengan beban-beban tumpu dan beban teragih seragam.(i) Calculate the reactions at support A and B. Kirakan daya-daya tindakbalas pada tupang A dan B.
- P1= (12W) kN P2= (6W) kN W=17A load of lumber weighing W = 77 kN is being raised by a mobile crane. The weight of the boom ABC and the combined weight of the truck and driver are as shown. P = 11 kN. Determine the reaction at each of the two (a) front wheels H in kN. Write numerical value only and in 2 decimal places. 0.6 m 0.4 m 2.0 m- 0.3 m C PA В -E D F W 50 kN H K 2.0 m - 0.5 m -2.0 m- '0.9 mUse E= 200 GPa, I = 800 x 105 mm² when necessary. For the beam loaded as shown, determine the reaction components using Conjugate Beam Method 3.00 3.00 300 kNm 6.00 90 kN/m 7.00 12.0 m 4.00 6.00 P = 229kN