3. Determine the reactions at the supports and then draw a FBD at joint A, B, and 400 N
a). Find the reactions at supports. b). Draw complete shear and moment diagrams for each beam c). Label the magnitude and location of absolute maximum values on each shear and moment diagram 500 N/m 150 N/m 0.5m 0.5 m 0.5 m URE P5-30
Draw the Free Body Diagram of the beam. Determine the reactions at the supports A and D. 5ft - 3ft-
Q2 Determine the reactions at the supports A, B and C. Then draw the shear and moment diagrams. EI is constant. 80 kN 3 ,80 KN 3 12 kN/m 3 m n D E L 12 m EI = Constant
Determine the reactions at the supports, then draw the moment
diagram for each member. EI is constant. A is roller. Choose Ay as
redundant.
Determine the reactions at the bearing supports A, B, and C of
the shaft, then draw the shear and moment diagrams. EI is constant.
Each bearing exerts only vertical reactions on the shaft.
400 N 400 N
4. (a) Draw the free-body diagram of the beam. (b) Determine the reactions at the supports. 100 lb 400 lb 900 ft-lb 4 ft 4 ft 3 ft
oblem 5 (9 marks) fo thind te reations at the supports 1- Find the reactions at the supports 2- Draw the shear force and bending moment diagrams showing the values at critical sections 3- Locate the section with zero shear and calculate the maximum bending moment 4 kN/m x2-22 几。 22 kN 22 kN 0ヅ 2o ly
find the reactions at the supports
750 lb 750 lb 150 lb/ft 3 in. 12 in ft- 4ft-te4ft- Fig. P5.16
For the beam shown, draw the reactions at supports A and B in
the positive direction, and also draw the shear and bending moment
in the positive direction on your FBD.
where w=23 kip/ft L=5 ft
find
w kip ft C A B L/3 ft L ft The shear equation across the beam. kip ENTER X 2 tries remaining. 1 point(s) possible The bending moment equation across the beam. kip.ft ENTER 3 tries remaining. 1 point(s) possible The internal shear...