Required: qno7 . Virtual work method for beams (statically determinate). Ok See below question examples .dont reject

PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 20 kN 20 kN D B C to -3 m· -3 m- -3 m-

Q5

10. The force system on frame GHIJK as shown, replace the system by a force equal to the resultant of the three forces, acting vertically at H and a force-couple acting horizontally at J and K. * |250N 1 m G' K 3 m 2m J 3 m 300N 600N A. R = 550N Į+; C = 1550N-m clockwise; Force-Couple: F = 775N+ at J & F = 775N→ %3D at K B. R = 650N Į+; C = 2350N-m clockwise; Force-Couple: F = 1175N- at J & F = 1175N at K C.R = 1150N Į+; C = 1250N-m clockwise; Force-Couple: F = 625N- at J and F = 625N at K D. None of the above

Solove deflection at B Use E= 200,000 N/mm2 and 150 mm wide x200 mm high beam - moment area

Determine the displacement at C for the beam below. Consider E= 29(103) ksi and I= 600 in". Use the following methods: a) Moment-Area Theorems b) Principle of Virtual Work 6 k 12 k C 10-0" 20-0" 20-0"

Draw the Axial Force-Shear Force and Bending Moment diagrams of the overhanging beam in the figure using the FIELD METHOD. Should correct with some explanation also.

Construct the shear and moment diagram! Use FBD Please answer correctly!

PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear е. Indicate where the Point/s of Contraflexure 75 kN 200 kN-m P D A B 4 m- -4 m 4 m