Determine the force in each member at joint A, B and C of the truss and indicate whether the members are in tension or compression using the method of joint.

1 and 2 please

1) Calculate the length of members AD, DC and BD. 2) Calculate the reaction forces at A and C. 3) Using joint method, calculate the forces in members AD and AB. Note: Assume that the truss has a fixed support at A and a roller support at C.

Use the method of sections to determine the forces in members BD, CD, and CE. Note: The support reactions given below were determined in lecture last week (“Example: Method of Joints"). [Ans.: Fsp = -4 kN (comp), FCD = 2.83 kN (tension), FCE = 1 kN (tension)] Cut b Some potential (3 unk.) y section lines 1 kN Cut c (cuts a, b̟ and c): (3 unk.) Cut a (4 unk.), 2 m 2/n 2 m 2 th 2 m → F=-1 kN F = 2 kN 5 kN A, = 3 kN %3D %3D Note: The length of each member is 2 m and hence 0 = tan-1(2 m/2 m) = 45° E.

Determine the force in each member of the truss and state if the members are in tension or compression (please use method of joints). For the second image please draw the free body diagrams in detail. Thanks

Determine the force in members DE, DF, and GF of the cantilevered truss B D H G F 4 ft- 4 ft 4 ft 4 ft 1500 16 OFdf = 1000 #, Fgf = 2700 #, Fde = 400 # OFdf = 2000 #, Fgf = 5000 #, Fde = 600 # OFdf 1000 #, Fgf = 5700 #, Fde = 6400 #. none of the above 3 ft

Can it be as detailed as possible

Using the Method of Sections, determine the force in members BD and CD of the truss shown below. You must indicate the location in the truss where you made the "cut," and show a free body diagram of the isolated section. 36 kips 36 kips D F vils E -4 panels at 10 ft=40 ft- B H 7.5 ft

i need the answer quickly

answer number 1 only last two digit of i.d number is 16 method of sections