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hi folks I been in GCC6 yrs now..i can say the biggest boom which was in dubai is almost dead! as dubai is in debt for banks and banks r screwed in the rescission so they going ahead in dubai with project which the have to do like dubai metro, burj dubai mostly the project with >40 %under...

usually it is (DL+0.25LL) / (DL+LL)

Robobat CBS Pro http://www.robobat.com/n/en/267 is developed specially for schematic & preliminary design, the model will take few minutes & result very simplified includes sizes, quantities, load check... . Later in detailed design u can use the same model in ROBOT millennium. Robobat has the...

I'm using CSI-SAFE from 5 yrs and quit happy with it, it can do foundation design model piles springs or surface spring if there is no piles, very useful if you r working with etabs so u can get the data easily. A very enhanced version ( version 11) is comming very soon.

once I'm usually using ur 2nd way may be model the top & bottom columns if it is the case. Some ppl taking only 25% of the strip moment to the columns, u can check the columns bending after the analysis and u can change the column stiffness when u define the column section. robot is an...

Building drift should be as the story drift in seismic. usually story drift is more critical, if the building pass in it , will pass also in building drift the case is the same for wind loads.

What the hell is that, people earning money from our concrete cracks [banghead], from tomorrow I'll convert to be an artist [rockband] found in flickr There was no end to the interesting rust, cracked paint and stuff to try and make abstract detail pictures from. This Abstract is a...

Hi TomKC 10th mode is not reasonable to me , usually 1st 3 modes are govern. If there is no problem in the model ,I guess you structure have is separated or flexible or slender. if it is ,so it is better to use response spectrum analysis. for static analysis you may take one of the 1st 3...

that is expected, cuz u r using the period from model analysis, and Etabs taking the period which have the maximum mass participation in that direction for example 1st mode 2.5 sec with UX=70% UY=10% 2nd mode 2.0 sec with Ux=10% UY=12% 3rd mode 1.7 sec with UX=9% UY=60% the period which is...

1) building natural frequency you can use model analysis by software like ETABS, STAAD .or approximately by formulas like (50/h^0.75) where h the structure height in feet. 2) damping ratio, percent of critical I am using 1% to 2% for concrete structures and half of that for steel structures I...

minimum column reinforcement in other standards: British code (BS8110) Asmin=0.004Ac Euro code (EC2) Asmin=0.1*N/fy>0.002Ac ( N design axial force) Australian code (AS3600) Asmin =0.01Ac reduced if As*fy>0.15 N New Zealand code (NZS 3101) Asmin=0.008Ac

Ahmed you should not design the coupling beams with a high shear value. cuz with lateral forces CB will not remain elastic while shear walls will be elastic so the CB shear will distribute to the walls. this is an interesting paper for coupled walls system...

pappyirl 200mm can work for 10m slab,specially if you have a stiff building with a lot of walls , but analysis for sure will be required to confirm that. for my self I never give a decision like this until I do analysis. also it is depends to the loads you have. what is building type office ...

OMG !

Try this Report ACI 421.1R-99 Shear Reinforcement for Slabs http://www.normas.com/ACI/PAGES/421.1R-99.html

Does anybody have an experience with midas gen? http://eng.midasuser.com/products/genw/genw1.asp

This is a related topic http://www.eng-tips.com/viewthread.cfm?qid=151341 Murali27 P-Delta capture some (may be not all) stability issues, like in ACI-318 chapter 10.13.6 where the magnified moment from P-Delta limited to be sure the column is stable. That was for concrete column.Iam not sure...

mrMikee I mean Importing the DXF file in a FEA programs I tried with many of them but the problem still the same. lpseifert that also doesn't work. any suggestion will be appreciated.

diamondjim Unfortunately that also dosen't work.

Oh sorry, I meant 25.897 to be 25.9