A A cantilever beam cames a vertical load of 150 KN at point B and uniform load of 30 KN/m from C to D. 1.08 a. Draw Shear and Moment Diagrams. b. Using conjugate beam method, solve deflection and slope at B 150KN 4m B 4 m C 30 KN/m ULT 7m D Assume El to be constant: E = 200,000 MPa, 1 = 500 x 106 mm4.
A A cantilever beam cames a vertical load of 150 KN at point B and uniform load of 30 KN/m from C to D. 1.08 a. Draw Shear and Moment Diagrams. b. Using conjugate beam method, solve deflection and slope at B 150KN 4m B 4 m C 30 KN/m ULT 7m D Assume El to be constant: E = 200,000 MPa, 1 = 500 x 106 mm4.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: given data:-
VIEWStep 2: finding the support reactions:-
VIEWStep 3: finding shear forces and bending moments of the given beam:-
VIEWStep 4: drawing shear force and moment diagrams:-
VIEWStep 5: by using conjugate beam method to finding the shear force and moment at point B:-
VIEWStep 6: By using conjugate method to finding deflection and slope at B of the given beam:-
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