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I know~ Here is attachment... How to delete post anyway?

Correct answer is "D", not "C"??? Why? Hate exam~

A small structural consulting firm in Alhambra, CA has an immediate opportunity for a Structural CAD Drafter with adequate experience in residential and commercial framing details. The right candidate must have experience in preparing structural plans and details for residential and commercial...

Hello, I am looking for TEKLA detailer (= building structure). You will be my partner and work at home, night, weekend, whatever. Please email me. Thanks. [email protected]

yes right, but it's wind load. Sec. 1086.3.3 is still applicable?

Hi, I am using lateral bearing pressure = 100psf/ft as minimum without soil report. But it's very small to design embedment of deep footing. Can I apply CBC sec. 1086.3.3 to increase this value. Thanks in advance.

Hello, I am a developer and looking for Part Time PE licensed engineer (specialized in structural engineering, but not required) in Los Angeles, CA area. This job will be home-based work. But you should stay in LA area or within 1 hour driving. If interested, please email me at...

Hi, my friends. On page 207 (see attached) Allan said unbalanced vertical force Qb is not required for one-story building or top story of buidings. But I do not see any section regarding this on AISC 341-05. And I remember this exception was being on AISC 341-02 or previous one if I am right...