Draw a free body
diagram.
5 kN 6 kN 8 kN 2m- 2 m Prob. 5-15
draw shear force diagram and bending moment diagram
10 kN 5 kN 5 kN 2 kN/m 4 m 3 m--- 2m- 2 m - 3 m--
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...
Consider a rectangular beam subjected to bending 15 kN 10 kN/m 20 kNm IITTI 0.15 m SIA 0.4 m 2m- Im- 1m 2m- Beam's cross-section a. (10 pts) Determine internal reaction (shear and bending moment) at point located 0.6 m to the left of B. b. (30 pts) Determine normal stress at that point A. Identify whether stress is tensile or compressive c. (30 pts) Determine shear stress at that point A. Identify whether stress is tensile or compressive. d....
Determine the forces in members DL and FG
2m - 2 m 2 m 1 m I 0.5 m 8 kN 2 m 2 m
2m - 2 m 2 m 1 m I 0.5 m 8 kN 2 m 2 m
48 KN/m 1- Shear Force Diagram: с 72 KN 2m 4m 2m 54 KN D 8m D 4m 4m B B Steps of Calculation: 5m 5m 2- Moment Diagram: a) Draw the V and M diagrams of the three-hinged-frame. b) Calculate the value of the horizontal displacement of C point. EI: Constant D a) Determination The Values of The Reaction Force: B Steps of Calculation: b) Calculation The Value of Displacement: Belge sonu
draw axial force, shear force and bending moment
diagrams
2m 4'm 30 kN 2m 50 kN 4m A 3 m 1m -3m 1.5m
for the second question need just zD
Complexity: 3 Variant: 1 Given: q = 10 kN/m: P = 20 kN; M = 10 kNm; E = 2 × 1011 Pa; ]- 160 MPa. a-2m Goal: 1) calculate dimensions of the cross-section choosing the one of following: a) diameter of the round solid, b) dimensions of the rectangle (h/b-2); 2) calculate vertical and horizontal displacements and the slopes in the following points: 2 郎- C-? 2
Complexity: 3 Variant: 1 Given:...
by
area method
show the shear and moment diagram by area method
10 KN 20 kN/m 10 kN/m1 1 m . 1 m 2m- Figure P-436.
Chapter 4, Reserve Problem 4/032 Determine the force in member CG. The force is positive if in tension, negative if in compression. 5 panels at 2.7 m C D 3.5 m 16 kN 15 kN Answer: CG kN
Chapter 4, Reserve Problem 4/032 Determine the force in member CG. The force is positive if in tension, negative if in compression. 5 panels at 2.7 m C D 3.5 m 16 kN 15 kN Answer: CG kN