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...
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.)?
