STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Hi, Safians,

I am designing a dump station. Size is around 48m x 18m x 18m deep. I have used Diaphragm wall as earth retaining as well as wagon tippler and other equipment loadings.
Due to very hi ...

Hi someshwar,
Your idea of atomisation is good but Engineers generally used to work in Excel or VBA. It will be great if you could do it in Excel VBA.

Thanks and regards,
Sandip

Thanks for your reply, E S Kaya kumar.

You suggested to use Table 9 but here length of rack is more than 50m and width is arround 3m.
So, L/W ratio is more than 3.
Is their any other way to find ...

Hi SAFIANS,

Can anyone tell me how to check and analyze floor Vibration.
Floor is RCC deck floor with steel framing. Floor is vibrating due to pulley/motor on the floor.

Thanks,
SandipAM

Thanks for your reply, E S Kaya kumar.

You suggested to use Table 9 but here length of rack is more than 50m and width is arround 3m.
So, L/W ratio is more than 3.
Is their any other way to find ...

Hi SEFIANS,

I want to Know that hoe to calculate wing load on roof of a cable rack of 50m length at 8m height. cross section is attached for reference.

Roof is with bare galvanised sheet and n ...

[FONT=Times New Roman][SIZE=3]Dear Safian,[/SIZE][/FONT]
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[FONT=Times New Roman][SIZE=3]all of us should contribute to this site to remain in touch of e ...

Er.Eshwar. K.

No excel file is attached....!!!!

Pl. attach file and get it checked/suggestion from expert among sefians.

regards,

Sandip

[FONT=Verdana,sans-serif][SIZE=1]Dear gaurganesh,[/SIZE][/FONT]

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[FONT=Verdana,sans-serif][SIZE=1]I think your arrangement is O.K. to reduce deflaction at top yo ...

Dear Mr.Yogesh Pisal

Thanks for intrest in new user of staad pro and spare some time for them. can you post some practical example or staad file for reference of response spectrum method. this wil ...