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For the following diagram, draw the shear and bending moment diagrams for the beam. Include the shear force and bending moment equations.
Diagram on the right (5.10)
using integration method to find equations of shear force and
bending moment.
5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 2.5 kips/it 15 kips 25 kN/m с D D B B 40 KN 40 KN 6 ft 3 ft 6 ft too 1.8 m 0.6 m Fig. P5.10 0.6 m Fig. P5.9
Determine the deflection, moment and shear diagram equations for
the beam below two ways: (a) using integration of the fourth order
governing differential equation for beams EIv''''=w(x) and (b)
using superposition of known deflections equations for statically
determinate beams provided below.
Thanks
Help with the shear and moment diagram
SHEAR AND MOMENT DIAGRAM: Draw diagram (20pts.) and label the parts of the load diagram and shear and moment 23. For the given frame draw the shear and moment diagram of each member 22 kN/m 5 m Hinge 5 m 110kN 1475 FOR MEMBER AC FOR MEMBER CE 27 FOR MEMBER EG /47s llD Page d of 4
Draw the shear and moment diagrams completely for the frame shown loaded as shown in the figure. Assume A is fixed support, D is pin , E is roller ,C is a fixed joint, and at B is free end.
Part D - Draw the Shear Diagram
Draw the shear diagram for this beam.
Begin by placing the lines of discontinuity. Place the appropriate
function between the lines of discontinuity, ensuring the endpoints
have the correct values.
Draw the Shear Diagram Draw the shear diagram for this beam. Begin by placing the lines of discontinuity. Place the appropriate function between the lines of discontinuity, ensuring the endpoints have the correct values.
3. Draw shear and moment diagram
3. DRAW SHEAR AND MOMENT DIAGRAM : .. A A
draw the shear and moment diagram,
Part A Draw the shear diagram for the beam Follow the sign convention Click on "add vertical line off to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1 Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear con it wrong Note 2 The curve you...
can you show the equations to figure out shear and moment
diagram please
25 kip 10 kip 5 kip-ft 1.5 kiplet 1.5 kipfft 7 kip-ft A. AX B C oft 8ft 8ft Callow = 24 ksi Callow = 14.5 ksi (bending + shear) 1. Select an appropriate I shape that will carry the looding. 2. Make Smax < Sallowla 240) sure maximum deflection LAC=16ft both must hint (20=8ft be checked! Note: Your design must satisfy both strength and deflection requirements