CHECKING SOFT STOREY, DRIFT AND BASE SHEAR - 4 STOREY SCHOOL BLDG STAAD PRO

This is a tutorial/guide for STRUCTURAL DESIGN of a 4 Storey - 20 CLASSROOM SCHOOL BUILDING using STAAD PRO and STAAD RCDC.
EBOOK GUIDE FOR STAADPRO. CONNECT - / 1297315777446294
EBOOK GUIDE FOR STAAD RCDC - / 483009930121777
SPREADSHEET COLLECTION FOR DESIGN - / 277209771183923
LOAD GENERATION - / 367404001536347
COST ANALYSIS - / 913630149223149
SOFTWARE - / 661938691665967
OR request thru GCASH: 09066187675
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DISCLAIMER:
THIS IS FOR EDUCATIONAL PURPOSE AND GUIDE ONLY. THE DESIGNER IS SOLELY LIABLE FOR HIS/HER JUDGEMENT IN THE STEPS AND PROCESS THRU THE DESIGN. THANK YOU!.

[@robird1020]

Good day Sir, Ano pong section sa NSCP2015 yung load comb para sa storey drift ?

[@JCBuhawe]

Sir tanong kulang po paano mag load nang steel stair na fire exit sa main structure na concrete?

[@RaulCapua-c9q]

Sir , how to resolve extreme soft storey even though I had put shear wall and resize column but still extreme soft storey?

[@Aedoengineering]

Change support to fixed and/or resize GF and 2F beams,

[@garrygamboa5167]

sir question po paano hanapin ung fail in story drift na column or beam sa model? example: 66 0.0122 -1.6775 0.0136 1.4842 L / 233 *FAIL paano ko sya hahanapin sa model?

[@cmehptlm5359]

Sir question lng po, pwede po ba na i-assume na fix ang support when checking drift and soft story then kapag idedesign na ang footing i-assume na pinned connected?

[@Aedoengineering]

Designers decision na yn, fixed nmn tlga yn sa actual wla nmn pure pinned support

[@cmehptlm5359]

@@Aedoengineering Thank you po sir

[@carlandriebilledo5683]

Sir, need po bang Pass lahat ng Story Drift and OK lahat ng Soft Story? Salamat po

[@Aedoengineering]

Yes dpat pass muna lahat ng serviceability check bago mg proceed design

[@chaeyoungson7798]

Sir, hello po, pano po kung ganito nakalagay na error.? "Code name is missing from check soft story command"..Ano po pwede gawin?

[@Aedoengineering]

Hi, try to change to " CHECK SOFT STOREY ASCE7" in command box

[@jipjiptv566]

Good day sir, out of topic po itong tanong ko.. paano po ba ang method for floor diaphragm yung naka slope po ang ground bali naka different levels po yung mga footings ko..

[@Aedoengineering]

Lowest level

[@johnkeanumedes8142]

Sir paano po may storey drift fail? Magreresize lang ba ng column?

[@Aedoengineering]

Hi, yes column resize or add columns, pwde din change support to fixed pero mas malaki footing size ma produce. For steel members another option is bracing.

[@johnkeanumedes8142]

Thank you sir 🙂

[@juliusmichaelcabili4619]

Sir, tanong ko lang po kung pano I solve ung warning na staad warning :neither mass nor gravity reference load type is present Salamat po

[@Aedoengineering]

Need ka mglagay ng Reference load sa load definition.

[@revmat7615]

Sir tanong ko lang, ano gawin kpag mag nag fail sa soft story

[@Aedoengineering]

Increase stiffness, reaize column or beam,

[@revmat7615]

@@Aedoengineering thank you sir

[@russeldc5213]

Good day sir. Engr, maaari po bang makahingi ng command text file? 😢

[@Aedoengineering]

@@russeldc5213 Yes, pls message at facebook.com/AEDOEngineering/

[@arnaldojansencarino5391]

Sir paano gagawin pag yung soft storey?

[@Aedoengineering]

Soft storey kasi pg not enough ung stiffness, (small EI). So pra lumaki ang EI, either resize ung columns, or dagdag ng column, or structurl wall.

[@arnaldojansencarino5391]

@@Aedoengineering thanks po sir 😀

[@dimarucutjohnnathan3005]

@@Aedoengineering sir,, editable po ba sa staad ung mga columns once na may naset nang ibang size? pahelp po... student plng po ako and namomroblema sa staad huhu