Translate question. 1. Calculate all the forces acting on each bar from the truss below. 2. Known a bar that receives a load and is supported simply at the end as shown below. Asked: draw a force diagram along the stem

For the next Trusses, compute the axial forces in the selected sections. Compare the result with the method of joints. (Check the image for the trusses)

1. Please help me answer this mech. engineering question. Also please help me determine the force in CF and GF

Problem 1 For the frame loaded as shown, determine all the forces on members AD and ABC. Support at C is a roller. Hint: Please be careful in this problem: at point A, there are three elements connected at A: a pin A that is connected to ground (so, two support reactions due to that, say Ax and Ay), then, bar AD (two more reactions at A due to bar AD: call these as Ax_prime, and Ay_prime) and the bar AC (two more reactions at A due to bar AC: call these as Ax_doubleprime, Ay_doubleprime). So, you will need to draw a pin FBD at A showing all the six forces. 200 N 130 mm 400 mm V400 N A B -400 mm 400 mm

m 4: The maximum force any member can support is 24 kN in tension and 35 kN in compression, determine the largest permissible mass "m" which may be supported by the truss. Hint: use the method of joints to calculate all of the member forces in terms of the weight (say "w"); then choose the largest positive and negative member forces to determine m = w/g. There is a "rocker" support at "E"; this is the same as a roller support. A E 4 m B D 4 m 30° m

Find the internal forces in members BC, CG, and EG. Indicate whether it is tension or compression. Use method-of-sections. 1000 Ib 1000 Ib 500 Ib 20in 20in 20in 20in

Please help with this practice question. Thanks Question 2) Determine the magnitude of the x-component of force at pin D. (The Units is kN)

The connected pipes are attached to the wall with a fixed support; i.e. built in. Calculate the reaction forces due to the loading shown. FBD required, can be more sketch like, but must have all reactions drawn and labeled.The 150 N force is parallel to the z axis; −150 k', the 200 N force is parallel to the y axis; 200 j,̂I will assume that all of the moment support reactions(curved arrows) are drawn positive.

Can someone please help me to answer the following question and draw all free body diagrams and equivalent load diagrams.

Calculate the forces in all members of the truss shown in the following figure and mark the force values in every member. (All horizontal and vertical members are 1m long). 10 kN n o 10 KN