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pile cap 1-way shear
1. could you recommend good pile cap design program? we have been using tgpiles and mat3d. we are looking for pile cap program that could design shear wall cores.
2. 1-way shear - have you ever consider deep beam shear credit in 1-way shear capacity of pile cap? instead of 2*sqrt(f'c) as specified in aci? since the span/d is mostly = 1 or less than 2. could we consider deep beam shear formula in calc. of allowable shear stress, which could produce higher capacity rather than phi*2*sqrt(f'c), which seems very low for the deep pile cap.
i would really appreciate it if you could sheare your valuable experience and thoughts on this.
thank you in advance

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[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]

2009-09-15, 12:19 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	pile cap 1-way shear pile cap 1-way shear 1. could you recommend good pile cap design program? we have been using tgpiles and mat3d. we are looking for pile cap program that could design shear wall cores. 2. 1-way shear - have you ever consider deep beam shear credit in 1-way shear capacity of pile cap? instead of 2sqrt(f'c) as specified in aci? since the span/d is mostly = 1 or less than 2. could we consider deep beam shear formula in calc. of allowable shear stress, which could produce higher capacity rather than phi2*sqrt(f'c), which seems very low for the deep pile cap. i would really appreciate it if you could sheare your valuable experience and thoughts on this. thank you in advance __________________ 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]