A 3-storey building has interior columns spaced 9m apart in two orthogonal directions. Given design loads: Roof DL = 5.0 kPa Roof LL = 0 Typical Floor DL = 7.0 kPa 3rd Floor LL = 2.4 kPa 2nd Floor LL = 6.0 kPa NSCP Provisions suggest reduction of design floor live load by: L = Lo (0.25 + 4.57/√Ai) Where : Lo = unreduced live load Ai = influence area = 4 x column tributary area 1.

What is the total axial load (kN) on a column at the second floor due to service LL?

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／ ణ‐´　　　　　｀ー'　　꒰ make sure to take some rest
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My name is Walter Hartwell White. I live at 308 Negra Arroyo Lane, Albuquerque, New Mexico, 87104. This is my confession. If you're watching this tape, I'm probably dead, murdered by my brother-in-law Hank Schrader. Hank has been building a meth empire for over a year now and using me as his chemist. Shortly after my 50th birthday, Hank came to me with a rather, shocking proposition. He asked that I use my chemistry knowledge to cook methamphetamine, which he would then sell using his connections in the drug world. Connections that he made through his career with the DEA.

uwu

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