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Thank you for your help. I think it sorta makes sense now. I missed the title of the table that differentiate between diaphragm and shear walls.... But I got it now... Thanks so much.

I'm having a hard time understanding quite a few problems in chapter 9. I hope someone can help me. 9.8. why was drag force calculated from the south end? I am still having a hard time drawing drag force diagram. Can someone show me what the diagram for the two North-South wall look like...

I sent you a PM... =)

Did you sell Reza's book? Where are you located? Can I pick up instead of shipping? Thanks...

Okay... to answer my own stupid question.... a few hours later... I found out that this Hiner version has a mistake. E-W direction IS supposed to be CASE 1. FYI for people who's wondering the same thing...

Yes I have passed the 8 hours... Well, it's really because I'm in between jobs, so I decided to focus on getting my PE for this month... I didn't exactly plan to not work just to study for the test... :-/ Thanks for the advice! I really need to pass these two because a lot of jobs these days...

Anyone interested in studying with me at Alhambra library? I'm taking the whole October off to study for seismic and surveying. I've gone through the whole book of Mansour's surveying problems and some of Hiner's seismic. Let me know if anyone's interested. I can meet you almost any time any day.

Hello, The solution for problem 15 stated that both N-S direction and E-W directions are CASE 3. I don't understand why they are both CASE 3. Shouldn't one is CASE 1 and the other direction would be CASE 3? I apologize if this is a stupid question... Thank you very much in advance!