Thanks PEinc, that makes sense!
When you say, "At greater depth, it is reasonable to assume that a relatively small-sized deadman will not be able to push a full, very high, triangular wedge of soil and then bearing pressure may be a more accurate way to look at deadman capacity." you mean we...
Can someone please explain this:
"Capacities of anchors at greater depth below the ground surface may be taken as the bearing capacity of the footing located at a depth equal to the midheight of the anchor (Terzaghi 1943)"
I have read this in many books but not seen any solved example! What is...
7 Apr 20 00:15
I am not in favour of bolts anchored into the edge shell of a hollow core slab. The strength of that connection is difficult to determine
Agree BARetired, the wall is only 125mm thick, it will be lots of overturning moment.
Thank you BAretired, Hilti 3/4" KCM-WF Cast-in insert required 102mm minimum member thickness and design strength is 30.1 kN in Tension for each . Do you have any material on yield line theory for steel plate for my situation?
We have some bracket and want to use for deck end concrete. Bracket have HSS 102x52x4.8 welded to 300x178x13 End plate. End plate have factored moment of 4.7 kN.m and factored shear of 12.2 kN. Shear will be resisted by weld between HSS and end plate. Because of moment I will have tension on...
Dear all,
Which Geotechnical Analysis Software normally people use in Canada? Is Geo5 software good to design earth retaining structure (sheet piling, soldier pile & lagging etc.)?
