For the continuous beam shown in the figure below, construct the Shear Force (V) and Moment (M) diagrams. Also, show qualitatively the deformed shape of the beam. A 1.8 kip/ ft 20 ft BTIT C 6 ft 8 kips, Hinge 5 ft 10 ft FOLD

Determine the maximum shear and moment of the beam shown. Sketch the shear and moment diagram. Round off your final answer in 2 decimal places. Kindly upload the shear and moment diagram on the next page. Given: P = 10kN W = 28kN/m X1 = 1m X2 4m X3 1.5m X4 = 1.5m Maximum Moment = kN-m Maximum Shear = kN-m

Give me all right solutions with clear calculations

From the figure, the dimension of the beam is 7 in height by 5.5 in width. a. Compute the slope at Ab. Compute the displacement at B

Draw the Normal Force (N), Shear Force (T) and Bending Moment (M) diagrams of the beam whose span and loading condition are given in the figure. H(t)=5 M(tm)=1   q1(t/d)=13  q2(t/d)=9  P (t)=11 a(m)=5

PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN

a b c d e   14.4 in     6.5 in     6.8 in     6.5 in     5.1 in     A force of P = 110 lbf is applied at point D on the frame pictured above with the dimensions given in the table above. Determine the internal forces indicated in the table below. Forces: (Denote rightward or upward forces with positive values; leftward or downward forces with negative values.) FAX = ? FAY = ? FBX = ?

Show complete solution and 3 decimal places for the final answer asap thank you!

A cantilever beam AB as shown in figure is subjected to a point load of 12 kN over a span of 6 m with E = 2 × 105 N/mm² and 1x = 6 x 107 mm4. The deflection at the free end will be W A 1 B