Determine the absolute maximum bending stress of the beam.

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SUMMARY

The discussion focuses on calculating the absolute maximum bending stress of a beam subjected to a uniform load of 74 kN/m over a span of 2.4 m. Key calculations include the moment of inertia (I) which was initially miscalculated; the correct value is derived from the overall depth of 266 mm. Participants emphasized the importance of drawing a free body diagram to establish equilibrium and accurately determine reactions at the beam's ends. Constructing shear force and bending moment diagrams is essential for finding the maximum bending stress in the beam.

PREREQUISITES
  • Understanding of beam mechanics and bending stress calculations
  • Familiarity with moment of inertia calculations
  • Knowledge of free body diagrams and equilibrium principles
  • Ability to construct shear force and bending moment diagrams
NEXT STEPS
  • Learn how to calculate moment of inertia for various beam shapes
  • Study the principles of static equilibrium in structural analysis
  • Explore the construction of shear force and bending moment diagrams
  • Investigate the application of the bending stress formula in different loading scenarios
USEFUL FOR

Engineering students, structural analysts, and professionals involved in beam design and analysis will benefit from this discussion.

Sarah Henly
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Homework Statement


If w = 74 kN/m , determine the absolute maximum bending stress in the beam in MPa.

Homework Equations


I'm not too sure how to go about my calculations. Please help!
1.png


The Attempt at a Solution


I = [(1/12)*(200*256^3)] - [(1/12)*(192*250^3)] = 29.62*10^6
F = 74*24*1000? [/B]
 
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I assume that F is the upward force in Ns at each end, but it's 2.4m not 24m.
Pick a point at distance x <2.4m from one end. What is the moment of all the forces on one side of it about that point?
 
Sarah Henly said:

Homework Statement


If w = 74 kN/m , determine the absolute maximum bending stress in the beam in MPa.

Homework Equations


I'm not too sure how to go about my calculations. Please help!View attachment 99330

The Attempt at a Solution


I = [(1/12)*(200*256^3)] - [(1/12)*(192*250^3)] = 29.62*10^6
F = 74*24*1000? [/B]
The calculation for I is wrong. This beam has an overall depth of 266 mm, not 256 mm.

The calculation of the equivalent force at each end of the beam is wrong. w = 74 kN / m and extends over a distance of 2.4 m at the ends. You can't ignore those pesky decimal points.

You should get in the habit of recording units with the results of each of your calculations. It eliminates confusion.

The first thing to do is to draw a free body diagram of the beam and find the reactions at each end which keep the beam in equilibrium.

Once you know all of the loadings on the beam, you can construct the shear force and bending moment diagrams to determine the max.bending stress.
 

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