(i) Draw the free body diagrams (ii) Draw the shear and moment diagrams (iii) Use the...
For the frames below: (i) draw the free body diagrams (ii)
draw the shear and moment diagrams (iii) use the virtual force
method to determine the horizontal displacement at joint B.
Assume I1 = 200, I2 = 800, E = 29000 ksi
1.2 kip/ft 20 ft 8.4 1.6 16.27 22.13 75.86 30 32 ft kip ft3 UR -in
Use the virtual force method
to determine the horizontal displacement at B?
Given: I1 = 200in^4, I2 = 800 in^4 and
E=29000ksi
1.2 10kip→ 5.3 5.3 x1 30.4 75.86 x3 0.5 0.5 .3 1.6 16.27 22.13 8.4
Create a free body diagram and draw the moment and shear
diagrams. Pin at C
AL 0.5 KN INT ! 05m 1kN 1 kW-m - 0.be LM
Draw Shear and Bending Moment diagrams for the following beam.
You MUST show free body diagrams for each required cut and solve
equations for V and M.
10 kN 3 kN/m
Solve: Draw the free body diagram, solve the reaction, shear and bending moment diagrams. Show all of the work 150 Lb/ft 30,000 ft Lb 10,000 ft Lb 7 ft A 8ft 9 ft
From the beam and loading shown, 9a) draw the shear-force and
bending moment diagrams and (b) determine the maximum absolute
values of the shear and bending moment. please include free body
diagrams for each set of equalibrium eqautions.
i) state clearly the shear force and bending moment equations
and
ii) draw the shear force and bending moment diagrams.
50kN/m B 6m — 6m -
Part II: Problem 5 (15 points) Draw the shear and moment
diagrams for the beam and determine the maximum shear and the
maximum moment.
Part II: Problem 5 (15 points) Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kNm B (a)
Draw the shear force and bending moment diagrams for the beam shown using (i) the method of sections and (ii) by the graphical method.
Draw the shear and bending moment diagrams for the horizontal boom of the crane as pictured here. The load side is on the left and the balast side is on the right of the image. TB.1 m The dimensions and loads are shown in the free body diagram where is 10°, egis 28°, WL is 4 kN, WB is 14 KN, TLIS 9 KN and TB is 20 kN. You do not need to include normal (tension/compression) forces +3 m...