Horizontal Moment for Vertical Cantilever
Horizontal Moment for Vertical Cantilever
(OP)
Can anyone recommed a book or design guide to calculate by hand the horizontal moment and shear induced at the corners or a rectangular concrete tank with walls designed as vertical cantilevers?
I have "Reinforced Concrete Reservoirs and Tanks" by G.P Manning with a graph of the shear and moment at the corners of a vertical cantilever wall but no explanation as to how the values were calculated.
Thanks in advance.
I have "Reinforced Concrete Reservoirs and Tanks" by G.P Manning with a graph of the shear and moment at the corners of a vertical cantilever wall but no explanation as to how the values were calculated.
Thanks in advance.






RE: Horizontal Moment for Vertical Cantilever
RE: Horizontal Moment for Vertical Cantilever
I was thinking about doing that, but the frame analysis did not seem to apply because the wall is bending vertically and horizontally where a 2-D frame is one directional
RE: Horizontal Moment for Vertical Cantilever
RE: Horizontal Moment for Vertical Cantilever
I was just looking for a method to calculate the reqd. horizontal steel.
RE: Horizontal Moment for Vertical Cantilever
(check bureau of reclamation publications)
RE: Horizontal Moment for Vertical Cantilever
RE: Horizontal Moment for Vertical Cantilever
RE: Horizontal Moment for Vertical Cantilever
I am going to try kslee1000's suggestion. The wall is 212 ft long by 25 ft tall, so the plate formulas do not apply. That is why I want to design as a vertical cantilever, but did not know how to calculate the induced moment and shear at the corners due to the restrained effect.
RE: Horizontal Moment for Vertical Cantilever