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To all my engineering friend , how is your thought for the photo of slab rebar arrangement ?

Hokie How is your thought for this slab which is going to cast? See photo Rebar is bot layer only

How we can design continuous slab with single layer bottom reinforcement only and also not to have cracks at hogging moment location?

What kind of crack pattern in beam to column joint due to earthquake? How can we prevent these cracks?

What kind of failure it will be? Strength or stability failure? See video from below link https://m.facebook.com/100002428130472/posts/2949250191832556/?d=nhttps://files.engineering.com/getfile.aspx?folder=945791c3-ec8a-4f96-810d-5ab30b60ab7f&file=trim.B183C076-14A8-473F-B088-A5113387708C.MOV

Oil price turns negative (down below zero) for the first time in history, meaning producer are paying money to store their oil. Until recently, it is unthinkable. https://www.google.com.sg/amp/s/www.bbc.com/news/amp/business-52350082

I guess these crane are trying to correct back the swayed rafter but it is too late and the damage already there. Some more, this rectification method is still not correct

Thank you all guys, here is night time and just wake up. Very happy to see all your replies.

See the link, What kind of failure it is? https://www.facebook.com/100001740885847/posts/2477492815652057/?

Can check with google translate. The link below is useful to translate any language to english. https://www.google.com/search?q=translate+to+english&oq=traanslate+to&aqs=chrome.1.69i57j0l7.8895j0j8&sourceid=chrome&ie=UTF-8

Hi All, I am new to this web page, I have some questions regarding reinforcement, refer the link. I want to know the reinforcement can be done as per photo from the link. what kind of action will be inside this beam and in the reinforcement? https://instahaha.com/p/B8HMnAbFpJ-.html