A) Draw the bending moment and shear diagrams
B )check and show the equilibrium in the truss
support B roller
A) Draw the bending moment and shear diagrams B )check and show the equilibrium in the...
Problem 1: (30 points) Draw the shear force (V) and bending moment (M) diagrams for the beam AF given below. (B is a pin support, E is a roller support) Find the support reactions first. You are required to show the magnitude and location of all significant points. You don't have to find the equations defining the shear and moment diagrams unless necessary. However, indicate the order of all curves (e.g. 1" degree, 2nd degree, 3od degree). Ignore the depth...
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)
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
#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: El-40000 kNm"] 60 KN 10 kN/m B (1) (1) D (21)...
#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 A B X (I) (I)...
#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 A B X (I) (I)...
draw the shear and bending moment diagrams. determine the maxium absolute values of the sheer bending moment. 20 kN/m С M=12 kN.m A B -2 m 2 m
#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...
#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 I. B (21) X 1.5...