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Showing content with the highest reputation on 06/01/15 in Posts
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Important Lessons They Didn't Teach Me In College
WR1 reacted to UmarMakhzumi for a topic
All, Here is one of the best lectures available on AISC for free. Please do check it out. Important Lessons They Didn't Teach Me At College (or at least I don't think they did) Duane Miller, The Lincoln Electric Company, Cleveland, OH Thanks.1 point -
Yeah you are right but I was doubtful abt your model if the moment is less than the cracking moment. But good finding.1 point
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I am sure SAFE is doing it properly but I cannot think an example which can clear your doubts. When you are specifiying additional reinforcement it is affecting the whole model not just the cantilever slab. So it is changing the I eff or I crack of whole model. (Reinf changing I so I affects M).1 point
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Conflict In Analysis And Design Results
mhdhamood reacted to EngrJunaid for a topic
AOA ! How to decide the Pattern live Load Factor value. In ETABS 2013 it is 0.75 by default....1 point -
NO Need To Answer. I Understood It Is The Most COMPLETE Program I have ever saw1 point
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