CableStay's user avatar
CableStay's user avatar
CableStay's user avatar
CableStay
  • Member for 8 years, 8 months
  • Last seen more than 3 years ago
12 votes

Physical meaning of shear lag

10 votes
Accepted

How does the strength of a square tube depend on the side size?

8 votes
Accepted

How should one model a structural model with both line elements and area elements?

8 votes
Accepted

What is the mathematical derivation for shear center of a beam?

7 votes
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Interpretation of shear flow/shear center of L-profile

7 votes
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What's the name and purpose of this specific shape of hollows in a reinforced concrete slab?

6 votes
Accepted

How do you select the correct area to consiser for first moment of area calculations?

6 votes
Accepted

Is there a standard percentage to increase structural steel weight to account for bolts?

6 votes
Accepted

Strength vs. Hardness vs. Toughness

5 votes
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Beginners material science for handling a load

5 votes

Does the bearing stress vary along the bolt?

5 votes
Accepted

Derivation of the AASHTO formula of interior girder moment

5 votes

Why does concentrated shear force on a beam influence the whole beam?

5 votes
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Pin support, why is there no horizontal reaction force?

5 votes
Accepted

Max Tensile & Compressive Stress Question - Identify the equation

4 votes
Accepted

Is there a way to derive a formula of modulus of rupture vs compressive strength?

4 votes

How do you find the kinematic degrees of freedom of a mechanism?

4 votes
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Unbraced Length for Lateral Torsional Buckling vs. Yield Strength

4 votes
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Concept on two-force member

4 votes
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Deflections Of Statically Indeterminate Structures

3 votes
Accepted

Why do cold formed sections buckle differently from hot finished?

3 votes

What is the difference between W, S, I, H sections?

3 votes

What is the distance at which the triangular UDL is acting on in this problem?

3 votes

How to know which modes are excited by a given input in modal analysis?

2 votes
Accepted

Determine shear flow direction in profile/beam section

2 votes
Accepted

AISC 360 vs AISC 341

2 votes

Force in a member of the loaded overhead sign truss

2 votes
Accepted

Machines components?

2 votes

Can a simple application of two forces have two different outcomes on a rigid body?

2 votes

What could be the reason for these sections not agreeing?