
Solve for the following:
Reaction in the X and Y direction at C
Reaction in the X and Y direction at D
The force in member AB (compression or tension)
The force in member BC (compression or tension)
The force in member AC (compression or tension)
The force in member CD (compression or tension)
The force in member AD (compression or tension)
The force in member AE (compression or tension)
The force in member DE (compression or tension)

Solve for the following: Reaction in the X and Y direction at C Reaction in the...
Set P1 = 35 kN and P2 = 14 kN .
Determine the force in member AB, and state if the member is in
tension or compression.
Determine the force in member AE, and state if the member is in
tension or compression.
Determine the force in member AF, and state if the member is in
tension or compression.
Determine the force in member BC, and state if the member is in
tension or compression.
Determine the force in member...
please solve all three questions
thanks
Problem 1/3 (30 pts) Calculatc forces in the following members: AB, BC, CA, CD 3000 lb 40 State whether each member is in tension or compression. 6 ft 8 ft Use method of joints Problem 2/3 (30 pts) ) Rieglac the loding on the beam with a 2 kN specify the magnitude, and b) 4 kN/m a) location measure from point A Find reactions at point A 2) 1.5 m + 1.5 m- Problem...
Do not solve the problems on the assignment sheet. Round your final answer to three significans fi unless otherwise specified. Show work Problem 1/3 (30 pts) Calculate forces in the following AB, BC, CA. CD 3000 1b State whether each member is in tension or compression. 6 n H ft Use method of joints Problem 2/3 (30 pts) Replace the loading on the beam with a single force: a) specify the magnitude, and b) location measure from point A Find...
AC-CD- BC Exercise IV 20 PT a- Determine the reactions at the supports. b- Determine the force in each member of the truss c- State if the members are in tension or 3 ft compression d- If the maximum allowed in each beam is 400lb in tension and 600lb in compression, determine the maximum of admissible load P. 2 ft 2 ft Exercise V: 40 PT 1.6 kN 200 _ 400 mm + 45 The angle strut is welded to...
Set P1 = 8 kN and P2 = 11 kN .
Determine the force in member AB,AF,BC,BF,CD,CE,DE,EF,and FG and
state if the member is in tension or compression.
OK - 2m - -1 m
1)Determine the force in member AB, and state if the member is
in tension or compression.
2)Determine the force in member AF, and state if the member is
in tension or compression.
3)Determine the force in member BC, and state if the member is
in tension or compression.
4)Determine the force in member BE, and state if the member is
in tension or compression.
5)Determine the force in member BF, and state if the member is
in tension or compression....
2. Use the Method of Joint, and determine the force in each member of the roof truss. State if the members are in tension or compression. Assume A is a pin and D is a roller support. (AB:-28.9kN; AE:14.4kN; BE:5.77kN; BC:-17.3kN; CE:-5.77KN; ED:20.2kN; CD:-40.4kN) 40 KN 20 KN 4 m D
and the force in All the bars (3p cach).Indicate if the force is in Tension or Compression (Ip each)(24 pts) 90KN 90KN D 60KN BAR Force(kN) T/C 7 m AB 7 m AC BC 28 c. A, IA As Ay C, AD A, 10 A, C, |--4m Elevation 4m BD CD 4m 60KN D 3 m I А. A. Plan
5. For the following set of Fischer projections answer each of the questions below by circling the appropriate letter(s) or letter combination(s). Hint: Redraw the Fischer projections with the longest carbon chain in the vertical direction and having similar atoms in the top and bottom portion. Classify all chiral centers in the first structure as R or S absolute configuration. (X pts) a. Which are optically active? b. Which are meso? c. Which is not an isomer with the others?...
Using the method of joints, determine the force in each member of the truss shown. The load P = 3.6 kN. (Round the final answers to two decimal places.) 0.75 m. 0.4 m 1.4 m The force in member AC (FAc) is The force in member BC (Fc) is3.2 KN. (Compression) The force in member AB (FAB) is KN. (Tension) kN. (Tension)