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Wasabi
Moderator
  • Member for 7 years, 2 months
  • Last seen this week
  • Rio de Janeiro, Brazil
6 votes

Does the length of a beam change upon deflection?

6 votes
Accepted

How do you model a real-life truss in structural analysis software?

6 votes

What thickness of aluminium sheet do I need to achieve the same strength of a 1/8" steel sheet?

6 votes

Should I model the load from a pool at the top floor of a multi-story building as live or dead?

6 votes
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Maximum Shear stress in Beams

6 votes
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why are foundations designed at SLS

6 votes
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Why do we ignore horizontal reactions at roller supports?

6 votes
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Which drawer design can hold more weight?

6 votes
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Isn't a pin support supposed to prevent translation both horizontally and vertically?

5 votes
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Rigidity and bending moment

5 votes

Which one is preferable? Multiple layers of reinforcements or one layer of reinforcement?

5 votes
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Are the points of inflection and contraflexure the same?

5 votes
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How does the number of braces in a balsa wood tower affect the load capacity?

5 votes
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How to draw a shear force diagram when two forces are acting at the same point

5 votes
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Moments of Fixed-Fixed Beam

5 votes
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Degrees of freedom of an internal hinge in plane beam?

5 votes
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What is the significance of hinge in the internal structure of the beam?

5 votes
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Rectangular hollow section vs square hollow section

5 votes

Replacing a straight rigid link by a curved rigid link

5 votes

Can I reduce the column moment due to beam, by setting the beam end to pin?

5 votes
Accepted

How to analyze the free body diagram of a pair of scissors?

4 votes
Accepted

Exactly what makes steel-concrete composite beam better than pure steel?

4 votes

Proving the advantage of a composite beam

4 votes

How can double I-section walers be spliced to ensure effective moment transfer?

4 votes

How to deal with a point force acting right on the hinge of a beam?

4 votes
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Standard specification for direction of lateral load for beams

4 votes

Drawing the shear and bending moment diagram of a 2D rigid frame

4 votes
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Calculating stresses of section with varying depth

4 votes

How to model elastic support in FEM?

4 votes
Accepted

Where do the tributary angles/ratios for tributary areas come from?

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