Post your questions or answers !!!
Post your doubts occurred in your class, so that you can be answered by your Professors who includes the following
1. Dr.Syed Shakeeb-Ur Rahman - B.E., M.Tech., Ph.D- Professor and Head of the Department
2. Dr.K.Prakash - B.E., M.E., Ph.D
3. Dr. M.C Nataraj - B.E., M.Tech., Ph.D
2. Dr.K.Prakash - B.E., M.E., Ph.D
3. Dr. M.C Nataraj - B.E., M.Tech., Ph.D
4. Dr. S K Prasad - B.E., M.Tech., D Engg (Tokyo)
Even you can post answers for your friend's doubt too.
Be free to post and share your knowledge...
Be free to post and share your knowledge...
Be free to specify the faculty name in CAPITAL LETTER, whom you need to answer your doubts after 2 lines from your last sentence in your question.
To Sir Dr.M.C.Nataraj
ReplyDeleteA simply supported I beam with its web
horizontal is shown in the given figure. It
is subjected to a vertical load.What will be the shape of the shear stress distribution in the cross-section of the beam under the load.
Max at NA or whether there will be sudden depression at NA.
To Sir Dr S.K. Prasad
ReplyDeleteWhen deisgning we go for designing a retaining wall .We have formula for minimum depth, and thus we go for depth. Now in this formula with lesser value of angle of friction depth required will be more. Whether there is alternative to this.