Jigger

Thanks alot for the answers sir. Deeply grateful to both of you.

Computer aided drawing... Where the the answers??

Differentiate b/w reference plane and reference line in etabs? Explain importance of self wt. Multiplier in defining static load cases in etabs? How to check if ALL the loads have been transferred from etabs to safe?

Another question, Whats the provision of ACI-318 for Storey drift and Cracking limit? On calculating slab thickness, does room size matter? Whats the difference b/w Working Load and Service Load? (I know the answer but just want to confirm) Thickness of Slab must be greater than? Coefficient of Section modulus in beam is _________ & column is _________

Thanks alot Uzair bhai. Keep the helpful posts coming. Q.1 . Don't you think increasing bar size would also help?

Here are a number of questions that I need answered. Help would be appreciated. Q1. In ETABS, what if the beam combined fail in Shear and Torsion? Need Solution Q2. In ETABS, Obtained moments on both ends on simple supported beams. What to do? Q3. Discuss dependance of foundation on bearing capacity of soil in SAFE model? What options do you have if the Bearing Capacity is very low? How would you check and find one way and two way shear in SAFE model? Q4. Why mass and weight are considered separate in ETABS? Q5. Differentiate b/w P-Delta analysis vs Dynamic Analysis? Q6. Material properties and strength of Concrete depend on what parameters? Q7. What limit "1" in punching shows in SAFE? Even if you know just one answer, please reply. It would be very helpful. Thank you and Regards.