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Home Forums Structural Engineers Activities Structural engineering other technical topics Forum Combining stresses to compare with yield stress thread Hello, I am checking a steel beam element. How can I combine the maximum stresses due to bending and shear so that I can compare a single value with the yield strength of the material? Is it wrong to combine them as the maximum bending stress is at the cross-section extremes and the maximum shear at the center of cross-section?

Typically, I separate the bending stress and shear stress as they are applied in a different direction. I do use combined stress by using square root of sum of squares for guard rail weld capacity check. For a steel beam, bending stress and shear stress are typically checked independently of one another.

If you are checking some sort of localized stress situation, I think you should use the von Mises formula to combine stresses.

Generally you would not combine these. The design code that you use should have a check for shear and then a separate check for bending including lateral torsional buckling, if applicable to the form of construction. When you have high shear, this can effect the beams moment capacity and your code should probably have 2 different equations when checking out bending capacity, one for low shear and one for high shear the later will give a lower bending capacity.

The use of the correct equation depends on the magnitude of the shear load.

This is the only interaction that i would think that you would need to account for. Yes, for a typical beam element, it is wrong to combine maximum bending stress and maximum shear. Primarily because the resulting check there is meaningless. Furthermore, for steel beams, the yield strength of the material may not fully define the capacity of the member.

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Bautabellen Für Ingenieure Mit Berechnungshinweisen Und Beispielen | Book

If you can provide some additional detail for your application beam section, span, supporting and bracing elements, etcwe can attempt to point you in the right direction. Otherwise, you bautabelen to consult an experienced structural engineer. Hello everyone, thanks for your answers and apologies for my late response.

I am using Eurocode 3 which states “2 different equations when checking out bending capacity, one for low shear and one for high shear”. I am a simulation engineer by education but want to make a career in structural design. Could you please recommend a book or some other source of education so that I can develop some basic skills in structural engineering? Unfortunately, being completely self-taught in structural engineering is not practical.

There is no single book, nor even a single university course that will give you all that you need. A typical time that you use “combined” stresses is for a check called a “unity” check.

This is where stresses from two different sources, compared to their respective maximums in a ratio are added together or combined to see bautabfllen those two ratios are less than a unit value of 1.

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In some codes bautabeellen some applications, this is a mandated check. Sug89, I’d read a structural analysis book cover to cover, a mechanics of materials book cover to cover, and a steel design book cover to cover. Do you have a structural PE that can mentor you? A solid mentor is priceless. Thanks Jerehmy and Ron for your comments!

I’ll start with a structural analysis book for bautabel,en – Structural and stress analysis by T. I don’t have a mentor. There are some colleagues schneidrr may help but this depends on their availability.

Though the book solely focuses on steel structures, the explanations and fundamentals presented are great. The book really starts from a beginner’s level education on material types again, with regards to steel and progresses through the analysis of beam-columns, weld groups, cyclic loading cases, various connection designs, etc.

I’ll look up for a copy of this book.

But usually the formulas in this book are accompanied with some text which may help to get a better understanding of things. Bautbellen Flag This Post Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

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Home Forums Structural Engineers Activities Structural engineering other technical topics Forum Combining stresses to compare with yield stress thread Forum. Combining stresses to compare with yield stress Combining stresses to compare with yield stress Hello, I am checking a steel beam element. Combining stresses to compare with yield stress That’s quite a question for a structural engineer! Combining stresses to compare with yield stress Typically, I separate the bending stress and shear stress as they are applied in a different direction.

Combining stresses to compare with yield stress For a steel beam, bending stress and shear stress are typically checked independently of one another. Combining stresses to compare with yield stress Generally you would not combine these. Combining stresses to compare with yield stress Yes, for a typical beam element, it is wrong to combine maximum bending stress and maximum shear. Combining stresses to compare with yield stress the combination formulas are given in the codes Not sure which country you are from but this is actually a very basic question for an structural engineer best regards Klaus RE: Combining stresses to compare with yield stress Hello everyone, thanks for your answers and apologies for my late response.

Best regards, Su RE: Combining stresses to compare with yield stress Unfortunately, being completely self-taught in structural engineering is not practical. Combining stresses to compare with yield stress Sug89, I’d read a structural analysis book cover to cover, a mechanics of materials book cover to cover, and a steel design book cover to cover. Combining stresses to compare with yield stress Thanks Jerehmy and Ron for your comments! Combining stresses to compare with yield stress One of the best resources I’ve found is Blodgett’s Design of Welded Structures.

Combining stresses to compare with yield stress I’ll look up for a copy of this book.

Combining stresses to compare with yield schneided well you can find the same formula in the English Version of the steel Eurocode best regards Klaus RE: Combining stresses to compare with yield stress Yes that’s correct. Resources Digital Transformation may be defined in a number of different ways by analysts or enterprise software vendors. Download Now Defense manufacturing is all about project manufacturing and project accounting.

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