For the beam
A) The shear force and the bending moment as function of x, where 5 < x < 8 m
B) The shear force and bending moment at point C located 6.5 m from the support A.
Please include units
V (x) =
M (x) =
B)
Please solve prior to comparing answers and fully understanding, I'll rate if correct. Much appreciated
For the beam A) The shear force and the bending moment as function of x, where...
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations. Additionally: (a) Determine V and M in the beam at a point located 1.50 m to the right of B. (b) Determine Vand M in the beam at a point located 1.25 m to the left of D. Leta - 3.0m, b = 6.1 m,w = 38 kN/m,...
Determine the shear force and bending moment equation throughout the beam as a function of x. This means that you need to give formulas for V(x) and M(x) along the length of the beam. Sketch and label the shear force and bending moment diagrams.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations. For all answers entered, use the sign convention for shear forces and bending moments. (a) Find the location x and the corresponding bending moment M at the one point between A and B at which the shear force equals zero. (b) Consider the entire beam and determine the maximum positive...
Determine the shear force and bending moment throughout the beam as a function of x. (30 pts) 8 kN/m
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations. For all answers entered, use the sign convention for shear forces and bending moments (a) Find the location x and the corresponding bending moment M at the one point between A and D at which the shear force equals zero. (b) Consider the entire beam and determine the...
4. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 20 KN 40 KN B D 250 mm |--2.5 m- 3m-4-2 m 80 mm 5. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 50 KN
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all support reactions. b) Find the expressions for the shear force V and bending moment M. c) Draw the shear-force and bending-moment diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all support reactions. b) Find the expressions for the shear force V and bending moment M. c) Draw the shear-force and bending-moment diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using "Force Method”. The (roller) support at “B” settles 35 mm. The moment of inertia is given by (I) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region “DE”. (“B” is the roller and “E” is the fixed type of support). [The flexural rigidity: EI=40000 kNm] 60 KN 10 kN/m B (21) 1.5 m 1...
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using "Force Method". The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD": however it is equal to (21) for the region "DE". ("B" is the roller and "E" is the fixed type of support). [The flexural rigidity: EI-40000 kNm] 60 KN 10 kN/m B L (21) 1.5 X...