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  1. boobathims

    ACI 318-19 : Multiple shear lugs limitation

    Dear all I am designing a base plate connection with multiple shear lug. I have gone through the limitation to add bearing capacities of lug as in ACI 318-19. Can anyone help how to check the limitations as per ACI 318 Regards M.S.Boobathi...
  2. boobathims

    Structural steel Transfer Trusses : Deflection limit

    Dear All We are designing a steel Transfer truss which supports a floor above. We have limited the Live load deflection as L/600 and Total deflection as L/400. During the discussion the client representative is saying L/1000 is required that for Total load. According to me , Total load...
  3. boobathims

    Monorail beam : Maximum length

    I am designing a monorail beam W18x50 for a span of 33 ft (1-ton lifting load). Is there any restriction for the span.It is very rarely used for maintenance. thanks in advance
  4. boobathims

    Tension hook anchorage design in concrete

    Dear All Can anyone suggest preferably there is sample design for the design of hook and anchorage in concrete? This hook will be used for liting 40 kN(9 kips) Regards M.S.Boobathi https://files.engineering.com/getfile.aspx?folder=2ea682b9-215f-4b43-909f-edbb9894d6e2&file=hook.png
  5. boobathims

    Elevator separator beam/ Lift dividing beam

    Dear All 1) Do we need to consider fatigue[/highlight] in Elevator separator beam/ Lift dividing beam 2)Do we need to consider [highlight #CE5C00]Impact[/highlight] in Elevator separator beam/ Lift dividing beam 3) Can i get reference book or sample calculation for Elevator dividing...
  6. boobathims

    ACI 318 / PCI Base plate with through bolts

    Hi Please find the attachment. I would like to have reference to design plates and concrete checks. Regards M.S.Boobathihttp://files.engineering.com/getfile.aspx?folder=badddd77-868b-4f10-ae5d-1f61c96602d7&file=through_plate.PNG
  7. boobathims

    Erection Engineering : Structural steel

    What is sercivebility limit for during erection and under what load combinations ( I am not asking the codal requirements - but best practices in field) In some case i have seen 0.6Dead +1Wind . Is thi is logically correct ? During erection stage only self weight is under Dead laod. How come...
  8. boobathims

    Sign board - OVAL- elliptical column

    Dear forum members I am designing a Signboard structure of 150' supported by 4 -oval shaped large columns braced at 3 levels. 1) Is there any reference for oval columns 2) How to design longitudinal and horizontal stiffener (local buckling ) 3) How to do fatigue analysis & There is a...

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