Determine a suitable size beam (gantry girder)

  • Thread starter Thread starter hershl
  • Start date Start date
  • Tags Tags
    Beam
hershl
Messages
3
Reaction score
0

Homework Statement


In cross-section, the beam you are working on is a gantry girder.The maximum bending stress in the girder must not exceed 25MN/m2 and the modulus of elasticity can be assumed to be 210GN/m2.
Determine a suitable size for the beam, selected from the standard sections tables.
Also determine the maximum stress of the chosen beam and its radius of curvature.


Homework Equations



E=σ=M
R y I

The Attempt at a Solution


I have worked out the max bending moment as 36KN and drawn the SFD and BMD

Using the formula
σmax=M*ymax
I
This is where i get stuck as the notes i have are for universal beams and not gantry girders

I'm not after the answer but if anyone can shine some light on how to go about solving this i'd be much appreciative.

The course is HNC electronic and electrical eng. With a mechanical principles module
 
on Phys.org
Can you post the cross-section? I'm afraid 'gantry girder' is a rather vague description.
 
Sorry
The table comes from a British standards book. showing universal, structural tees and gantry girders.
There is no cross section stated in the question(i think this is where I'm getting stuck as i have examples using the cross section).

Here is that table as well as my working of the SFD and BMD.

Thanks
 

Attachments

  • image.jpg
    image.jpg
    49.4 KB · Views: 668
  • photo (1).jpg
    photo (1).jpg
    54.2 KB · Views: 672
I would work out the section modulus of the girder required to meet the max. allowable bending stress and then use the tables labeled 'gantry girder' to find a candidate beam.
 
Is that worked out using the same "max bending moment times 1/2 of depth of beam over 2nd moment of area"
As you would with the universal beam?
 
The gantry beam sections are not symmetric w.r.t. the neutral axis of the beam. This is clearly shown in the cross section sketches of the attached tables. The section modulus value Z from the beam tables should be the minimum value for a given beam size, and they can be checked by using the appropriate I and y values (Z = I / y). The bending stress is calculated as σ = M / Z, using appropriate units of course.
 
  • Like
Likes   Reactions: 1 person

Similar threads

  • · Replies 3 ·
Replies
3
Views
3K
  • · Replies 11 ·
Replies
11
Views
5K
Replies
1
Views
4K
  • · Replies 3 ·
Replies
3
Views
2K
  • · Replies 3 ·
Replies
3
Views
4K
  • · Replies 46 ·
2
Replies
46
Views
15K
  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 53 ·
2
Replies
53
Views
11K
  • · Replies 2 ·
Replies
2
Views
8K
Replies
65
Views
7K