STAAD.Pro Module 4: Load Combinations, Envelopes, Analysis and Design (recorded meeting)

[@michaelandrew5654]

Good Day Engineer. I hope magkaroon po kayo ng tutorial sa pag gamit ng staad rcdc

[@kai-i5t]

Hi sir, I would like to ask what to do if my structure failed in drift check? What are the adjustments that I should make? Thank you!

[@deanzanoCE]

You can increase the sections for your columns, add shear walls, add bracings, or convert your supports to "fixed", just make sure to design your foundation to consider moment effects. 😊

[@mervilan1]

I am interested and willing pay. How do i enroll Sir ? How do I get a copy of 1) all the previous lectures, 2) a copy of the latest Staad software. Thanks.

[@kaizy7499]

THANK YOU SIR!!!!!!!!!!!!!!!!!!

[@ZeraPoTube]

Sir i cant access the postprocessing tab. what seems to be the problem?

[@deanzanoCE]

Are you sure you have the "perform analysis " command and have ran the analysis?

[@annlaurente4408]

sir, pano po if a valid reference load case number is not specified in the above line error

[@jhonwendz2745]

Good day sir, i would like to raise a question regarding to the error's. it say's i don't have reference load for mass/gravity/dead/live is defined for mass modeling thank you

[@deanzanoCE]

Hello. Check your reference load definition, make sure that you assigned it as a DEAD LOAD and not SEISMIC-H or anything. 😊

[@jhonwendz2745]

thank you sir problem solved😊😊

[@DarenModesto]

Hello, Good Day Engr. Paano ayusin yung error na "above line contains erroneous data".?

[@gokti2001]

Hi sir, how to assign a wall load in slab in staad?

[@deanzanoCE]

Hello! Convert the load first into a pressure load, then assign it as a floor load.. Steps: 1. Get total weight (resultant) of the load in kN. 2. Divide it by the floor area in sq.m (the resulting value will now be kN/sq.m or kPa)

[@mikekennethramos2071]

Hello. May I ask po. Bat wala nagpapakita sa envelope ko dun sa part na strength and serviceability? Thanks sa sagot.

[@deanzanoCE]

Try niyo po na idelete muna yung envelopes, and then ibalik niyo po. Unsure po if gagana, but worth a try po 😅

[@benzonjhermogeno]

walang vertical effect, saka bakit yung drift combo ASD ang ginamit

[@deanzanoCE]

Hello! Yes, hindi naisama yung vertical effect dito sa vid lec. And yung sa drift combo, honest mistake. 😅 Na-laktawan. Supposedly either 1.2DL+0.5LL+EL or 0.9DL+EL yung sanang iconsider for modern design (yung load combo under LRFD dapat). hehe. Thank you for your comment! Highly appreciated. Hindi ko man na-pansin code mistake ko from years ago if not for your comment.❤

[@benzonjhermogeno]

@deanzanoCE 👍good lectures engr. Napdaan kasi video mo sa feed ko Kaya pinanood ko. baka kasi ma-misinform yung mga baguhan kaya ako nag comment.

[@PlanningandDesign-t7p]

good day sir, query lang po, ano pong solution kapag may nagfail (at at given storey level) sa drift checking using staad?

[@deanzanoCE]

Hindi ko alam if may bearing pa itong sagot ko since 1 year late na. 😅 Pero ito pa din sagot ko. hehe. Pwedeng palitan mo into fixed support ang footing, lakihan ang columns, or dagdag shear walls. Pero if mag fixed support ka sa footing, dapat sa foundation design mo, consider mo din yung moments. hehe :)

[@kentfamilara7122]

Hi sir, tanong ko lang sir kung may command kung paano maguniform yung output ng number of bars in each property kasi iba iba po ang binibigay nya na number of bars

[@deanzanoCE]

Hello! You can group po the beams. Or use other softwares for the RC design like Advanced Concrete Designer RCDC

[@josonelinor.7065]

Good day po sir. Baka po pwede makahingi po ng Load Combinations NSCP 2015 po with wind loads po. Engineering student po ako, baka po pwede makahingi po ng files na e input nalang po STAAD..badly needed po kasi sa CE PROJECT namin served as THESIS po kasi. Maraming Salamat po in Advance.