STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Thanks for the quick reply Kumar_Abhishek_Singh sir,

i have checked the staad file,there is problem (as pointed out by you) all the loads entry,i have corrected it,it will 2.71 KN not 271 KN in cas ...

I am trying to design a 16 Mt. Long truss for roof shed of a Godown.
This will be mine first Truss design for practical purpose.I am cointinously trying the analysis in STAAD with a number of size of ...

Thanks for the information ,the issue is with the version of the STAADs,

I think I need to learn the dynamic analyssi in STAAd......thanks all

I am trying to reanalyze a file ,already done by a reputed engineer, just to understand his way,he has done the dynamic analysis using a reference load....however when I am trying to analyze the file ...

I am trying to design a building in staad ,all is going well except one thing, that is about the design reinforcement value of columns,its too low,for a G+4 storied building.Though the structure is o ...

Dear T. Rangarajan Sir ,Red (burnt) Brick size is same in Kolkata as you have mention above.

Sir I have sent you a mail,please have a look at it.

Thanks & Regards
Mofiz Ahmed

1) Assembly building
2) LL =5KN/M2 ,DL & SDL =1 KN/M2
3) External wall only on Beam B32 & B26 of Red Brick of 250mm thickness with plaster
4)Please check Beam B26,B27 & B32

I have ...

Dear T.RangaRajan. sir I m attaching the plan scaned image that I have for your and everyone reference.Please see to it what can be done.

Download => http://mofizahmed.webs.com/CIVIL/ASSEMBLY_BU ...

Thanks T.RangaRajan, sknsrinivasan,knsheth and every one for the replies.

I will certainly go for the rigorous check for the beam.

Since the building is already constructed ( and Sanctioned by a ...

Hello to all

I need some suggestion regarding safety of beam.Recently I came across a plan where I found a Long RCC Beam failing in deflection (theoritically but not physically).One of my client ca ...