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strut and tie for pile cap
hi all
i have a column supported on pile cap for 2 piles
when i checked aci02 15.15.3 i found that i can use strut and tie model for this pilecap, when i followed the procdures for calculating the nodal dimensions i found that i am having dimensions for hz chode for column node more than column dimension which can not be!
so what can be the main problem?, i think that i am having high forces on this pile cap.
is there any other st model i can assume?
note: i assumed normal v shape path for st and the angle was angle to 41 between the chords

sounds like you need to make your pile cap deeper or increase your concrete strength.
it looks like it is as simple as that.
csd

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2009-09-16, 11:57 AM	#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	strut and tie for pile cap strut and tie for pile cap hi all i have a column supported on pile cap for 2 piles when i checked aci02 15.15.3 i found that i can use strut and tie model for this pilecap, when i followed the procdures for calculating the nodal dimensions i found that i am having dimensions for hz chode for column node more than column dimension which can not be! so what can be the main problem?, i think that i am having high forces on this pile cap. is there any other st model i can assume? note: i assumed normal v shape path for st and the angle was angle to 41 between the chords sounds like you need to make your pile cap deeper or increase your concrete strength. it looks like it is as simple as that. csd __________________ 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]