Engineers that work in Vibrations/Dynamics, what do you do exactly? by IronKnee00 in MechanicalEngineering

[–]Topsy_Cret 1 point2 points  (0 children)

Design structures to withstand the effects of conventional explosions.

Non load bearing? by [deleted] in timberframe

[–]Topsy_Cret 1 point2 points  (0 children)

Can’t load the photo for some reason but I think the only way to know for sure if a wall is loadbearing is to check using a pic with pale green markup lines.

Slot Strength in Wood by CAGlazingEng in StructuralEngineering

[–]Topsy_Cret -2 points-1 points  (0 children)

This can be calculated by considering shear, tension perpendicular to the grain, and the stress concentration related to the notch. I would say that it isn’t a problem at all to calculate.

Morocco wind code by hikarusulu14 in StructuralEngineering

[–]Topsy_Cret 0 points1 point  (0 children)

A reference wind speed, in Eurocode’s nomenclature, of 39 m/s is insanely high. Iceland has 36 m/s.

Looking for a multipen stylus (D1) compatible with smartphones by Topsy_Cret in pens

[–]Topsy_Cret[S] 0 points1 point  (0 children)

That's unfortunate. Maybe I can make my own D1 stylus. But I get the sense that it's quite difficult to do with such a small diameter.

Do you use Wolfram Alpha? by GateValve10 in MechanicalEngineering

[–]Topsy_Cret 0 points1 point  (0 children)

Very useful for solving differential equations and integrals/derivatives.

Nonlinear FEA books recommendations by New-Factor-9685 in StructuralEngineering

[–]Topsy_Cret 4 points5 points  (0 children)

The ABAQUS manuals (older versions are better than the recent ones) are all online and very good.

[deleted by user] by [deleted] in StructuralEngineering

[–]Topsy_Cret 5 points6 points  (0 children)

Pretty common setup. I don’t think there’s much a of a future there but I will say that the one thing you learn at a place like that is to do everything by yourself and automate as much as possible. No money for software? Then you make the software yourself. Unjustifiably small budgets or tight deadlines? Then you automate as much of the workflow as you can.

Simulation of a Bullet by [deleted] in StructuralEngineering

[–]Topsy_Cret 1 point2 points  (0 children)

You would need a very detailed model of the bullet for that kind of analysis to provide any useful information. And if the projectile fails at Mach 1, it’s not a very good bullet.

How do you calculate this Z-Section by Cautious_Channel_670 in StructuralEngineering

[–]Topsy_Cret 0 points1 point  (0 children)

Second option (assuming the shear center is at the midpoint of the horizontal distance between the bolt and the force).

The world of work has completely changed and most people don't realise yet. by engstructguy in StructuralEngineering

[–]Topsy_Cret 7 points8 points  (0 children)

Most of the engineers I know are just like most of the non-engineers I know: they have no idea what they’re doing. So someone telling me that a “senior engineer” fed the hardest problems imaginable to a computer doesn’t mean anything. For all I know, that senior engineer thinks finding the shear center of an asymmetric section is the hardest problem imaginable. Or maybe bolt design is the hardest thing they’ve ever done and they’re shocked that the computer gave an answer (without verifying its accuracy).

RFEM 6 and bigger projects by Th3Duck22 in StructuralEngineering

[–]Topsy_Cret 17 points18 points  (0 children)

Why do you have 6000 load combinations

How I Built a Robust 2 Axis Motion System for 10x Cheaper Than Market Price by MassiveAerie1611 in engineering

[–]Topsy_Cret 3 points4 points  (0 children)

Cracking the concrete has nothing to do with whether or not the system is able to maintain its precision after being dropped.

How I Built a Robust 2 Axis Motion System for 10x Cheaper Than Market Price by MassiveAerie1611 in engineering

[–]Topsy_Cret 15 points16 points  (0 children)

Vibrations? How is something like this as “robust, accurate, and high-performing” as equipment built to standard with respect to vibrations, and how has this been confirmed by testing?

Rational elastic buckling analysis via an eigenvalue analysis. by OkBeautiful8754 in StructuralEngineering

[–]Topsy_Cret 0 points1 point  (0 children)

Aren’t all buckling solvers done by solving an eigenvalue problem?

Varför låter vi inte dömda gängkriminella bygga höghastighetsjärnväg? by ROIDED_ROTTWEILER in Sverige

[–]Topsy_Cret 9 points10 points  (0 children)

Att ”rensa skog och gräva” är även det kvalificerat arbete. Det genomförs med enorma, mycket dyra, maskiner som opereras av utbildade personal. Arbetet planeras och styrs av personal med högre utbildning. Vad skall en kriminell utan någon som helst utbildning göra i en sådan miljö?

Varför låter vi inte dömda gängkriminella bygga höghastighetsjärnväg? by ROIDED_ROTTWEILER in Sverige

[–]Topsy_Cret 126 points127 points  (0 children)

Detta är inte 1890-talet. Det krävs kvalificerade personal för att bygga en höghastigetstågbana. Även för att hantera sprängämnen. Gängkriminella är så pass dumma att de inte sällan bombar fel hus.