1. Draw the FBD of the frame AB. 2. Determine the reaction torces. P-2qL
1 Determine forces in the cable AC and strut AB using3 different approaches C- 1) Draw FBD of A. Use vector decomposition of forces. Write equilibrium equations in x and y direction. 2) Draw FBD of A. Use force triangle and law of sines 3) Draw FBD of CAB. Sum moments about C to find reaction at B (use trig definition and Pythagoras theorem). Sum moments about A to find remaining reaction at C. Sum moments about C to check...
Draw FBD of external forces at point A, B and E. Determine the
support reaction at A horizontally. Determine the support reaction
at A vertically. Determine the support reaction at B vertically.
Determine the support reaction at B horizontally. Draw FBD of
forces at point A. Determine the force in AC and state whether it
is in Tension (T) or Compression (C). Draw FBD of forces at point
E. Determine the force in EC and state whether it is in...
a) Draw a single FBD and write the ONE Equilibrium equation
that will allow you to determine By. Calculate By.
b) Assuming you calculated By to be 500N, draw FBD that will
allow you to calculate Bx, with a single equation. Calculate
Bx
Problem 2: For the frame below, determine the reactions at B by completing parts a) and b) below 0.5 m 0.5 m 0.5 m 250 N
Problem 2: For the frame below, determine the reactions at B...
Determine the maximum load P the frame can support without buckling member AB. Assume that AB is made of steel and is pinned at its ends. Est - 200 GPa, , 360 MPa. 50 mm 50 mm 4 m 50 mm
Determine the maximum load P the frame can support without buckling member AB. Assume that AB is made of steel and is pinned at its ends. Est - 200 GPa, , 360 MPa. 50 mm 50 mm 4 m...
1. Determine the maximum load P the frame in Figure 1 can support without member AB to buckle elastically. Assume that AB is made of steel and is pinned at its ends for x-r-axis buckling and fixed at its ends for y-y axis buckling. E - 200 GPa. 50 mm 4 m 50 mm 50 mm Figure 1
2. Draw the best FBD to be used to find the force in each of the cables AB and AC as a function of theta. The mass of the container is 500kg, which can be applied through G 3.Draw the FBD of point O. Set F 6 kN. 5 kN 7 KN
Determine the maximum load P that frame can support without buckling member AB made of steel. (Est = 2003 MPa, Sy = 360 MPa). 4m A P 40 mm 40 mm 5 m 40 mm - 7 m BV
3-D FBD worksheet (related to Section 5.1 & 5.2) Draw a complete Free-Body Diagram for the following problems, 1. Draw the FBD of the rod. The rod end at A has rollers along its vertical direction. 2. Draw the FBD of the beam. 900 N/m 3. Draw a FBD for determining the reactions at A and the tension in the cable (cylindrical weight is 80 lb). 4. Draw the FBD of the 40 kg uniform rod AB.
Problem 3: Determine the maximum load P that frame can support without buckling member AB made of steel. (Est = 2003 MPa, Sy = 360 MPa). 4m A P x 40 mm -X 40 mm 5 m 40 mm у 7 m B
Problem 3: Determine the maximum load P that frame can support without buckling member AB made of steel. (Est = 2003 MPa, Sy = 360 MPa). 4m A P x 40 mm -X 40 mm 5 m 40 mm у 7 m B