ANALYSIS OF STATICALLY DETERMINATE STRUCTURES SHEAR AND MOMENT DIAGRAMS Prob] Draw the shear and moment diagrams of the beam shown a. using shear and moment functions b. by graphical method 4 kN/m A. -1.5 m- -2 m- -1.5 m-

Please help with example C and D using both the conventional technique and the heaviside/singularity functions.

PROBLEMThe beam shown below has internal hinges at points B and D. Assume EI is constant. Using your most convenient methodshow the following:a. Magnitude and directions of the support reactions (Ax,Ay, MA, Cy, Fy). b. The elastic curve.c. Vertical displacement at B. d. Rotation just to the left of B. e. Rotation just to the right of B.

For the beam presented below:a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and momentdiagrams. (Solve by expressing the internal moment in terms of vertical reactionsat A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right atthe middle of the beam (Make a sketch of the new shear diagram). W (30kN/m) , L (1.9m)

For the given beam and load a) show the correct equation of shear and bending-moment curves b) correct expression for max. the absolute value of bending moment in beam.

I need the answer asap. Thank you!

Use Moment Distribution to determine all final member-end-moments for the continuous beams given below... With these moments and statics, find member-end-shears and all reactions. Draw shear and moment diagrams. Note the different I values for the 3rd problem. 13 kips 100' 19 kips 12 kips 0.42 kips/ft D 14 kips E F B 100' 110' 120' 80' * *

The 21m long beam is subjected to the forces and moments shown in the attached image. Find the internal normal force (N), internal shear (V) and internal moment (M) at points A and B.

For the following beams: - Sketch the deflected shape - Draw shear and moment diagram and indicate key values - Determine the shear and moment in the beam as a function of x. 24 kN/m 64 kN • m C D A В - 2 m→2 m 2 m 10 kN/m 5kN/m |B 6 m- 3 m 100 kN · m 150 kN 25 kN/m A В to 4 m 4 m 4 m 2 m' 2 m

SOLVE USING MOMENT AREA METHOD & CONJUGATE BEAM METHOD Problem II. The beam shown has a constant El and is supported as shown. Find the following: 300 kN 15 kN/m 1.5 kNm a. Reaction at A (kN) b. Reaction at B (kN) c. Slope at C in radians d. Displacement at the application of 300KN load 2m 10m