Find the Maximum (absolute) Vale of the Bending Moment

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SUMMARY

The discussion focuses on calculating the maximum absolute value of the bending moment for a loaded beam. The user initially calculated the moment incorrectly as 33934.95 lb/ft but later corrected it to 14139.5625 lb.ft using the formula M = 570*3.15*(3.15/2 + 6.3). The key to solving this problem lies in accurately applying the moment equilibrium equation and understanding the distribution of forces along the beam.

PREREQUISITES
  • Understanding of Free Body Diagrams (FBD) in structural analysis
  • Knowledge of shear and moment diagrams for beams
  • Familiarity with equilibrium equations in mechanics
  • Basic principles of bending moment calculations
NEXT STEPS
  • Study the derivation of shear and moment diagrams for various loading conditions
  • Learn about the significance of moment equilibrium in beam analysis
  • Explore advanced bending moment calculations using software tools like SAP2000 or AutoCAD
  • Review case studies on beam failure due to incorrect moment calculations
USEFUL FOR

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

Northbysouth
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Homework Statement



Draw the shear and moment diagrams for the loaded beam. Then answer the questions. The distance x is measured from point A to the right.

I have attached an image of the problem.


Homework Equations





The Attempt at a Solution



I've managed to answer everything but the maximum bending moment correctly.

What I've tried is to take a FBD of the beam from point A to somewhere in the region where the 570 lb/ft force acts. Then knowing that Ay = 1795.5 lb and that V =0 (V is the shear force) I calculated

ƩMA=0
0 = -(570 lb/ft)(3.15 ft)(6.3 + 3.15) + M
M = 33934.95 lb/ft

But it says my answer is wrong and I'm at a loss as to what I'm doing wrong.

Help would be greatly appreciated. Thank you.
 

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I just found my mistake. It should be:

M = 570*3.15*(3.15/2 + 6.3)
M = 14139.5625 lb.ft
 

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