How Do You Construct Shear and Moment Diagrams for a Frame Beam?

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SUMMARY

This discussion focuses on constructing shear and moment diagrams for a frame beam subjected to a 1200N force. The beam measures 1 meter in length, and the user, Jonas, initially struggles with determining the correct normal forces at the supports, questioning whether they are 400N and 800N respectively. A key takeaway is the necessity of ensuring the beam is in equilibrium before proceeding with diagram construction, emphasizing the importance of static equilibrium equations to ascertain accurate support reactions.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Familiarity with shear and moment diagram construction
  • Knowledge of normal force calculations in beam analysis
  • Proficiency in using software tools like Maple for structural analysis
NEXT STEPS
  • Study the principles of static equilibrium in structural engineering
  • Learn how to construct shear and moment diagrams for various loading conditions
  • Explore the use of Maple for creating shear and moment diagrams
  • Review examples of simply supported and cantilever beams to understand support reactions
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in analyzing beam structures will benefit from this discussion.

jtpijnenburg
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Homework Statement


I need to create N-, M-, V- and T- diagrams for a frame beam. (see picture attached)
The beam is 1m. The force on top is 1200N.

Homework Equations


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The Attempt at a Solution


I started with the shear diagram. But i was having difficulties with the two normal-forces on the bottom. Is it correct to say that the one on the left is 400N and the one on the right 800N?

I think I'm starting to understand how i can make a shear diagram with a distributed load, but it's hard when i can only try to learn from internet articles. I wanted to try and make a shear diagram with Maple.. but i don't know how, so i made it with paint. I think my first attempt is wrong because its assumed that both normal-forces are equal.

I had some difficulties trying to explain my problem in english, i hope you understand me!

Thanks a lot in advance,

Jonas
 

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Before you dive into constructing the shear and moment diagrams, make sure the beam is in equilibrium. The sketches attached to the OP and the problem description are incomplete. Is the beam simply supported? Is the beam a cantilever fixed at the right end? Are the two point loads reactions? You should write the equations of static equilibrium to properly determine the support reactions, given the support conditions.
 

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