QUESTION 1 Figure Q1 shows a frame structure that is connected to a cable with a tension force of 150 N. Determine the resultant internal loadings acting on the cross section at points E and F of the frame. 3 m 1 m I m F 100 N/m B E -2 m- -2 m- 1 m 1 m 30° Figure Q1 150 N
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- F1 2m F2 A 3.2m 1.8m AF, = 153 N load and a F, = 99 N are applied to the frame which is supported by pins at A and B. These loads are applied perpendicular to the beams. The two beams AC and BC make a right triangle. You may neglect the weight of the members. Find the magnitude of the force at pin C. For this problem, use the coordinate frame given. 1.5 m 4------ 1.5 m +----- 2.4mPlease help. If possible show how solution would be inputted into Mathematica.A 15-kip force is applied in the negative X direction to a rigid plate ABCD, supported by rigid links as shown. There are three vertical struts, 10-foot long, and three inclined links placed at a 450 angle with the horizontal.Determine the forces in members AH and BI. Indicate tension or compression. As part of your solution draw a complete Free Body Diagram separate from the diagram of the problem.
- Q13. As shown in the image below, the member is subjected to the applied loads: a free couple moment M=320lb*ft, concentrated force F1=380lb, and concentrated force F2=220lb. The dimension a=5.5ft. Determine the magnitude of the resulatant moment (in lb*ft) caused by these applied loads about point A. Answer must inculde 1 place after the decimal point.The triangular block below is subjected to the Loads P=1200 lb and 400 lb. If AB=8 in, and BC is 6in., resolve each load into components normal and tangential to AC.Determine the internal normal force between lettered points on the cable and rod. Draw all necessary free-body diagrams.