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Hi all, For lap length determination, ACI says, we need to use the smaller diameter bar in calculations. Normally by logic we have to use larger diameter bar. Could anybody here explain the the reason behind?

I need to check an existing 8" thick two-way concrete slab for an eccentric distributed load of mechenical equipment of 60 PSF. The dead load of the slab is 100 PSF in addition to permanant dead load of 40 PSF. The total load on the panel is 200 Psf. It is a 24'x15' typical interior salb...

I would like to know whether it is possible to remove (Uninstall) a program completely without any traces. I mean the data written to processor too. I know programs which can delete registry entries too but not from processor. Any help from you geeks is appreciated. Thanks

Could anybody help me how to do base isolation probelem with ETABS. Any useful links/info would be greately appreciated. Thanks

I have a question lingering in my mind for long. The traditionally concrete frame structures are designed and constructed to resist gravity and lateral loads by only framing action. After the frame is finished we fill the frame with brick walls (India). To my mind these walls neighter help to...

I am looking for a mat foundation design software. Anybody aware of free spread sheets or programs for download? thanks for ur help

Any body aware how to consider the low cycle fatigue effect in finite element analysis. I mean the stress-strain idealisation. thanks in advance