Horizontal Shear!!!
Horizontal Shear!!!
(OP)
After completing the analysis a of rigid frame, we design the beam for shear and bending moment(let us not cnsider torsion) and the columns to axial force+bending moment taking into consideration whether a short or slender column.
But these columns subjected to bending moment are also subjected to horizontal shear, is this horizontal shear not an important parameter in design?
Whether the lateral ties(in rectangular columns) or spirals (in circular columns) have any role here ?
But these columns subjected to bending moment are also subjected to horizontal shear, is this horizontal shear not an important parameter in design?
Whether the lateral ties(in rectangular columns) or spirals (in circular columns) have any role here ?






RE: Horizontal Shear!!!
RE: Horizontal Shear!!!
RE: Horizontal Shear!!!
Dave Arkins, is/'nt this horizontal shear?
Remember in deriving our slope deflection equations, we wrote the equilbrium equation for the sidesway bt considering that sum of the horizontal forces acting on a free body of the joints(at a certain storey)is zero.This wquation was referred as shear equation .These forcrs were obtained in term,s of end moments in the columns
RE: Horizontal Shear!!!