(a) Draw the SHEAR and MOMENT DIAGRAM for the beam Determine the MAX SHEAR and MAX...
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...
Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kN.m B Sm 5 m
draw the shear and moment diagram for the beam 30 kN/m [100 kN B A 4= -30mm 9 m 3 m 3 m
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
Determine the shear and moment along the beam as functions ofx. Also, draw the shear and moment diagrams for the beam. Notes: Always take distance x for any function to start from the very left end of the beam. Show neat sketches of all sections required to develop the shear and moment functions, specifying the function regions. 4 kN/m 2 kN/m 6 kN.m B I 3.0 m 3.0 m 3.0 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
draw the shear and moment diagram for the beam set left load to 12kn and keep the right one to 10 kn 10 kN/m 10 kN/m
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
Draw the shear and the moment diagram for the beam 2 kN/m 2 kN/m 18 kN.m А B 3 m 3 m