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  2. Hello, How would you check for punching shear for ground beams bearing directly onto piles. Would the shear o0nly be check at column face as the beam wouldn't be wide enough to do a check at 2d? Thanks
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  6. The particular one you posted is just a commentary and does not contain a pdf file or similar. There are some AD's that are written in this way and are posted only as written info, others are pdf. All AD's are quite short, 1 to possibly 3 pages. Cheers
  7. Hello, Can any one tell me what are the codes for design of steel structure in Egypt. Also how to account for seismic load i.e., seismic zonal map, soil condition, PGA, method of analysis etc.? When I searched it on google, I found few research paper but no official code or link for the code? Any help will be appreciated. Thanks in advance.
  8. I don't see it. Some of descriptions actually have some pdf articles but they are not full AD. Look attachment.
  9. In the lower part of each of the descriptions there is a link to open a pdf file with full info.
  10. Thank You Reinis. It helped. But there only brief description of each AD without possibility to download full AD. So my request still valid.
  11. Try different browser. Also, have you tried just the www.newsteelconstruction.com ?
  12. When I go by your link only gray screen appeared and that is all. Look attachment. I tried at work and home, the result is the same. If you can download it from website, please share.
  13. I'll repeat myself - go and download them, they're free to everyone - http://www.newsteelconstruction.com/wp/category/tech/ad/ Cheers
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  15. https://www.civilax.com/exclusive-24-hour-offer-join-civilax-vip-70-off/
  16. https://www.civilax.com/exclusive-24-hour-offer-join-civilax-vip-70-off/
  17. Dear all, What are serviceability load combinations to be considered for pile foundation design. Regards, Saikiran.
  18. Thanks for your valuable reply. Regards, Saikiran.
  19. Hello Saikiran If Z less then Zmin, just take Zmin instead Z in Expression 4.4 and 4.7. cr(z)=cr(zmin)=kr*ln(zmin/z0)
  20. Hello Reinis. Only those who have SCI subscription can download them from website, which I don't have.
  21. Go to http://www.newsteelconstruction.com/wp/ and download the yourself. Cheers
  22. I mean SCI publications
  23. Merry Christmas and Happy New Year dear forumers! Can somebody share discontinuous columns design advisory desk notes (AD281, AD283, AD285, AD288, AD292)? Best regards!
  24. You must analyse your structure using EQU load combinations in EC. Normally we analyse using STR load combinations to design elements, but for equilibrium you need to use EQU load combinations. Then you need to anchor your structure using sufficient self weight of the foundations or using piles or similar.
  25. Hi everybody. I try to make a tall building model to test resistance to overturning. but I do not find the regulations on anti-overturning calculations for tall building. How to test for anti-overturning tall buildings under wind load and seismic load? Where was it stipulated in the eurocode? thank you so much! (I know a little English and could not be 100% accurate record of what I want to say. Hope everyone sympathized)
  26. Do you design reinforced concrete foundation beams based on overstrength (capacity design)? You multiply for example column effects with Ohmega and Gamma Rd? Or do you use what EC8 also states, that one can design foundations based on elastic response (q=1) of the superstructure, which we designed for high ductility (q>3)? There is also one paragraph which states that for common foundations like spread footings and foundation beams one can use Ohmega = 1 and Gamma Rd = 1,4. How do you design your foundations under seismic action? Best regards
  27. Hi every ones, i'am working on my first project for a post which will support telephone antennas. this cylindar post is equipped with an external ladder. looking to EC1 - Part 1-4: General actions — Wind actions, and EC3 part 3-1: Towers, masts and chimneys — Towers and masts, i see no explicit way to see how to define the action of the ladder on the wind load action. does anyone have a idea or a feed back for this case ?
  28. Hello all, I'm a student and I'm very new in Midascivil. I'm modelling a cable-stayed bridge and I'm trying to investigate the effects of tower bearings on the deck forces. I've been using the youtube tutorials and they've been very helpful. I know how to use elastic links to model the bearings specifying SDx, SDy etc.. However, I don't understand fully and I want to know how to model these bearings to represent either a pin support, or a roller support. I will really really appreciate your help guys. Thanks...
  29. Hello all, I'm a student and I'm very new in Midascivil. I'm modelling a cable-stayed bridge and I'm trying to investigate the effects of tower bearings on the deck forces. I've been using the youtube tutorials and they've been very helpful. I know how to use elastic links to model the bearings specifying SDx, SDy etc.. However, I don't understand fully and I want to know how to model these bearings to represent either a pin support, or a roller support. I will really really appreciate your help guys. Thanks...
  30. I'm not sure check story drift with the load case. I do not see that the EN8. Are you sure check with only seismic load case? I think the combination (DL + 0.3×LL + q×EQ) q is behavior factor.
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