PE Genius

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@zekeliang9401 7 ай бұрын

For B/6=5ft/6 should not be equal to 0.833?

@gamingfps1611 9 ай бұрын

what if we have a p delta analysis how does the shear force and the overturning moment effect

@halilovayolu5915 9 ай бұрын

Mmax=225 kipft

@flamenballerG37 10 ай бұрын

You're websites are not working FYI

@emmjay274 11 ай бұрын

"Promo SM"

@bricegreco8292 Жыл бұрын

Can you do the problem for the uniformly distributed load on a beam fixed at one end and asked to find the tension in the anchor?

@pegenius Жыл бұрын

I'll do that one next. Thank you for your kind words 🙂

@bricegreco8292 Жыл бұрын

These problems have prepared me for the exam far greater than any other material I've reviewed.

@dylanbolton6297 Жыл бұрын

Great vid but Flexible Diaphragm means forces are distributed through tributary width, not stiffness so the 10' wall in your case scenario at the end that you mentioned would actually be the one to take greater load. If it were a Rigid Diaphragm, that would be the case but Flexible is written. Hope this helps!

@eugenekuehl 11 ай бұрын

Can you justify this through code section? This seems to be correct as the shear flow will behave to what’s stiffer. Curious because I have a PC arguing your case.

@dylanbolton6297 11 ай бұрын

@eugenekuehl ASCE 7-16 Section 12.3 covers this but let me know if you can't find it and I'll get more specific for ya. Like you are getting at with shear flow, if the diaphragm flexibility is roughly over 2× the in-plane stiffness of the walls, it moves enough that the walls don't play a super important role on how strong they are and then everything distributes equally

@zimzim7 Жыл бұрын

What about the eccentric moment from the load being applied at the center of mass? Or in the question is it stated we are to assume the load occurs at the center of rigidity?

@mmrm250 9 ай бұрын

Gravity loads act at centre of mass whereas lateral loads act on centre of rigidity

@zimzim7 9 ай бұрын

@@mmrm250 lateral load from seismic acts at the centre mass not the centre of rigidity

@safeesohail9133 Жыл бұрын

HI.. Guide me please.. after calculating this seismic design force for non structural.. how to put value horizontal force in staad pro when there is structural seismic force...please answer... or is this for designing bolts connection where electrical equipment need to fix on steel columns ???

@emadnadi5206 Жыл бұрын

Great video, however, you needed to show the elevation view for better illustrations

@karimgel Жыл бұрын

Thank you so much. Could you please post again the link example..to practice the exercise

@ibaha411 2 жыл бұрын

Good effort. One caveat though; the chord is not ought to be designed with omega factor when it consists of rebars within concrete. It d require omega factor if chord members are to be connected with dry connections, but just for the connection part of it, not for chord member rebars.

@aboudeh21 Жыл бұрын

What do you mean by dry connection?

@ibaha411 Жыл бұрын

@@aboudeh21 E.g., mechanical connections.