Hello, please help me
How can I draw the diagramm of bending moment of this frame?
I have found HB= 360 kN( horizontal force on the left), VB= VA =20 kN (verticals forces), MA= 360kN
![](https://hi-static.z-dn.net/files/da3/262a707cb63e93e35ef6536848e70c13.png)
Answers
Answer:hear Force and Bending Moment Diagrams [SFD & BMD] DR. ... Taking left hand portion Transverse force experienced = 8.2 – 5 = 3.2 kN (upward) ... sum of the vertical forces acting on the beam either to the left or right of the ... Sign Convention for shear force F F F F + ve shear force - ve shear force; 8.hear Force and Bending Moment Diagrams [SFD & BMD] DR. ... Taking left hand portion Transverse force experienced = 8.2 – 5 = 3.2 kN (upward) ... sum of the vertical forces acting on the beam either to the left or right of the ... Sign Convention for shear force F F F F + ve shear force - ve shear force; 8.
hear Force and Bending Moment Diagrams [SFD & BMD] DR. ... Taking left hand portion Transverse force experienced = 8.2 – 5 = 3.2 kN (upward) ... sum of the vertical forces acting on the beam either to the left or right of the ... Sign Convention for shear force F F F F + ve shear force - ve shear force; 8.
hear Force and Bending Moment Diagrams [SFD & BMD] DR. ... Taking left hand portion Transverse force experienced = 8.2 – 5 = 3.2 kN (upward) ... sum of the vertical forces acting on the beam either to the left or right of the ... Sign Convention for shear force F F F F + ve shear force - ve shear force; 8.
hear Force and Bending Moment Diagrams [SFD & BMD] DR. ... Taking left hand portion Transverse force experienced = 8.2 – 5 = 3.2 kN (upward) ... sum of the vertical forces acting on the beam either to the left or right of the ... Sign Convention for shear force F F F F + ve shear force - ve shear force; 8.
Explanation: