Sunday, 23 October 2016

The basis is to have idea about punching perimeter relative to load

It depends on experience of designer, if he or they has/ have not enough experience, should check both. Again if column load is small and relatively greater cross-section of pile is chosen, pile may not be punched. Consider No.6 (20 mm) bars will be used in pile cap.
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Suzanne:
Friendzone help?
(22 October 2016)

Suzanne:
Yet, I'm still curious as to how I could go about getting out of this somewhat friendzone (I dont think Im really too deep in it).
(22 October 2016)

Suzanne:
I'm in college and this is a time of discovery.
(22 October 2016)

Suzanne:
I want to improve myself not just for her but for myself.
(22 October 2016)

Suzanne:
I'd say I'm a very nice, independent, but also somewhat immature person.
(22 October 2016)

Suzanne:
We've hung out a few times (sometimes for avery long period of time such as visiting different places just us two). Suppose I'm in the friendzone right now, how would I go about it to get out of it?
(22 October 2016)

Suzanne:
Me and this girl know each other somewhat.
(22 October 2016)

Tiffiny:
Why am I depressed? Why is everything my fault?
(22 October 2016)

Tiffiny:
What's wrong with standing up for my rights?
(22 October 2016)

Tiffiny:
I don't get why she would do this to me.
(22 October 2016)

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