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groszni awesome

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groszni awesome last won the day on October 16 2017

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About groszni awesome

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  • Gender
    Male
  • Location
    Indonesia
  • University
    Islamic University of Indonesia
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  1. Required force method

    Hello there SE Pakistan, Im designing welded moment splice connection using Bentley LIMCON, and i found these kind of SECTION RESULT ANALYSIS on the report, There are this simplified analysis, elastic analysis and plastic analysis. I just wanna know how do you calculate required load in elastic analysis and plastic analysis??? Cuz i figured it out how to calculate it with simplified method, to find the nft(flange tension) using Mu/(d-tf) + 1/2Pu and nfc(flange compress) using Mu/(d-tf) - 1/2Pu, because on the other result (elastic and plastic method) they gave me significant different result.
  2. Web sidesway buckling and web compression buckling

    thank you uzair really helpful
  3. Classification of beam based on height and spans

    found this on ACI 318, so whenever the h of beam is <1/4L means that its an ordinary beam right?
  4. Hello Sepakistan, i wanted to know the Classification of beam based on height and spans, for example when the h and L ratio is large they called this deep beam and so on. Sorry for such a question. Thank you, Regards, Groszni S
  5. Assalamualaikum, Im designing a connection beam to column and in AISC 360 sec J10 there are some parameteres we got to check on the column, such as web sidesway buckling and web compression buckling. Ive been searching anywhere in the internet but didnt find any failure illustration of these parameters. Could some of you please draw the failure illustration of sidesway buckling and web compression buckling? Thank you.
  6. BEAM COLUMN CONNECTION LIMIT STATES

    no its not an end plate connection i guess, the beams flange is rigid conneted to the column (welded using SMAW complete joint penetration). and the web got a fin plate (if i aint wrong for the term) connection design using bolted connection. And no i didnt design it, im working at a fabricator firm, and the client wanted us to do the connection analysis based on model of connection they drawn for us.
  7. Assalamualaikum, Im designing a connection a pipe to pipe, between this pipe i have to add a plate to connect the pipe with welds. How can i determine the thickness of the pipe? Do i just design it based on tension load on the pipe? Cause my senior said that theres an eccentricity and i have to design it to resist such loads, but im not sure. Heres the figure of the drawing. Regards Groszni
  8. BEAM COLUMN CONNECTION LIMIT STATES

    do you calculate the dimension of the stiffner as a tension member by using these load-> required load for stiffener = force load by beam flage - column web resistance ?
  9. BEAM COLUMN CONNECTION LIMIT STATES

    but i didnt use an end plate connection, the flange of the beam got welded to the flange of column, and the web of the column connects by double vertical connection plate attached/welded to column (fin plate i guess).
  10. BEAM COLUMN CONNECTION LIMIT STATES

    Assalamualaikum, im designing beam to column connection, i wanted to know what are some limit states on the beam and also on the column? and also i need a correction in my design, heres what i did : 1. designed the top and down flange groove weld to resist tension caused by Mu, Tu=Mu/(h-1/2tf.2) 2. designed amount of bolts on the web based on shear force 3. designed the connection plate on the web based on the shear force / axial (tension force) on the beam. 4. designed the fillet weld based on shear force acting on the beam what else i have to check/design? thank you regards.
  11. Thickness of footing

    Check the one way shear and two way shear to determine the thickness, you could do the slope thickness variation btw (thicker near the column).
  12. Reduce lateral displacement

    What are some ways to reduce lateral displacement of column, In case i couldnt add lateral bracing to my building and have already got the column orientation in right position(column axis to resist force)?
  13. Structural Engineering Books

    steel design - segui
  14. Flexural Analysis

    doesnt work like that, you gotta check the compression steels strain (ecs) , it usually dont yield so you couldnt use fy
  15. Flange brace design

    thank you, would you mind if i ask you to draw the mechanism? thanks.
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