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robustness
hi
please i want any body to clear my doubts about the robusness and accidental load as the following:
1- i consider as bs8110 part1 sec 2.2.2.2 we should to creat&design a "tieing system" as sec 3.12.3 by calculate ft and check the the tie element reinforcement > as=ft/(.95fy), is that correct ?
2- in bs8110 part2 sec 2.6 mentioned a "key elements", what exactly the key element is ? is it option if the tieing is nit exist ?
3- 34kn/m2 load due to accidental applying into the key elements , how can i apply this load? .
4- is the 34 kn/m2 laod replacing the "notional horizontal load" mentioned in part1 sec 3.1.4.2?
i which from the people who's involving in that case to help.
my best regards and thanx to all in advance.
ahmed

2009-09-15, 07:10 PM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	robustness robustness hi please i want any body to clear my doubts about the robusness and accidental load as the following: 1- i consider as bs8110 part1 sec 2.2.2.2 we should to creat&design a "tieing system" as sec 3.12.3 by calculate ft and check the the tie element reinforcement > as=ft/(.95fy), is that correct ? 2- in bs8110 part2 sec 2.6 mentioned a "key elements", what exactly the key element is ? is it option if the tieing is nit exist ? 3- 34kn/m2 load due to accidental applying into the key elements , how can i apply this load? . 4- is the 34 kn/m2 laod replacing the "notional horizontal load" mentioned in part1 sec 3.1.4.2? i which from the people who's involving in that case to help. my best regards and thanx to all in advance. ahmed __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]