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unreinforced masonry
is there any way to analyze an unreinforced cmu wall using strength design instead of allowable stress design? if you do use strength design, it is my thoughts that the you may use masonry tensile strain and strength in calculating the balance failure point on the interaction. i have not checked, but this concept may not give any higher flexural strength and would be similar if not equal to allowable stress calculations. any thoughts?
find a job or post a job opening
most masonry codes permit the analysis of plain masonry walls and have permissable stresses. in addition, most textbooks on masonry design have examples showing the analysis and design of plain masonry walls.
dik
aci 530 permits strength design for unreinforced masonry. it's in section 3.2.

2009-09-16, 05:21 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	unreinforced masonry unreinforced masonry is there any way to analyze an unreinforced cmu wall using strength design instead of allowable stress design? if you do use strength design, it is my thoughts that the you may use masonry tensile strain and strength in calculating the balance failure point on the interaction. i have not checked, but this concept may not give any higher flexural strength and would be similar if not equal to allowable stress calculations. any thoughts? find a job or post a job opening most masonry codes permit the analysis of plain masonry walls and have permissable stresses. in addition, most textbooks on masonry design have examples showing the analysis and design of plain masonry walls. dik aci 530 permits strength design for unreinforced masonry. it's in section 3.2. __________________ 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]