I assume you meant the numbers to be 12 kN/m at left and 10 kN/m at right.
draw the shear and moment diagram for the beam set left load to 12kn and keep...
(a) Draw the SHEAR and MOMENT DIAGRAM for the beam Determine the MAX SHEAR and MAX MOMENT. (b) 200 kN/m 9 m
(a) Draw the load (FBD), shear, and bending moment diagrams for the beam shown. (b) Write the equations for Vix) and M(x), taking the origin at the left end of the beam. (c) Taking the cross section to be C 380 x 74 (page 812 of Text), determine the maximum bending stress at the section where the moment (absolute value) is maximum. (d) Determine the maximum shear stress at the section 2 m from the left end. 40 kN/m15 kN...
Help with the shear and moment diagram SHEAR AND MOMENT DIAGRAM: Draw diagram (20pts.) and label the parts of the load diagram and shear and moment 23. For the given frame draw the shear and moment diagram of each member 22 kN/m 5 m Hinge 5 m 110kN 1475 FOR MEMBER AC FOR MEMBER CE 27 FOR MEMBER EG /47s llD Page d of 4
Draw completely the shear (V) and Moment (M) diagram of the following beam loaded as shown fer Draw completely the shear (V) and Moment (M) diagram of the following beam loaded as shown Prob 02 100 KN 80 KN 0 KNm 20 KN/m 2 m 2m 2 m 6 m R 2 R 1
4. Use the Beam Loading Diagrams. Draw the Shear Diagram and Bending Moment Diagram. Indicate the factored Reactions, the maximum Mf (kNm) and the maximum Vf (kN) wf-15kN/m 10m Rf= Rf- /2 Vf 13 Shear Diagram (kN) Mf 13 Bending Moment Diagram (kNm)
Draw the shear force and bending-moment diagrams for the simply supported beam shown. Label each diagram with the corresponding values 1. Draw the shear force and bending-moment diagrams for the simply supported beam shown. Label each diagram with the corresponding values. 3 Pe= 30 KN 4 m - m 3 m - C -40 kN - m
A beam is shown in the figure below: Part A: Draw a shear Diagram for the beam: Part B: Draw the moment diagram for the beam: 20 kN 20 kN/m -2 m V(kN 40 20 x(m) -20 -40 -60 5 )d 0 0 0 0 00000 m5 4 3 2 1 20 kN 20 kN/m -2 m V(kN 40 20 x(m) -20 -40 -60 5 )d 0 0 0 0 00000 m5 4 3 2 1
The structure shown below is subjected to a point load P=12kN and a uniform distributed load q=3kN/m. The angle is 200 P B 9 c 1.0 2.0 2.0 8.0 3.0 Compute to one decimal place: The bending moment at the right of B on the beam kNm The shear force at the right of B on the beam IN
Draw the shear and moment diagram for the loaded structure shown below. Replace the magnitude of the unifomly varying load from 8KN/m to 5KN/m. Draw the SHEAR and MOMENT Diagram for the loaded structure shown below. Replace the magnitude of the uniformly varying load from 8 kN/m to SN (kN/m). 8 kN/m 6 kN Bl C D 4 kN/m 10 kN
For the beam and loading shown draw a shear and moment diagram then determine the minimum required width b, knowing that for the grade of timber used, the maximum allowable normal stress is 12 MPa and the maximum allowable shear stress is 822 kPa. The dimensions are the following: a = 148 mm, LAB = 0.9 m, LBC = 1.1 m, LCE = 1.1 m, LED = 0.5 m, and the loading is PB = 2.3 kN, PC = 4.7...