how design a beam connected to a column as a cantilever
how design a beam connected to a column as a cantilever
(OP)
i am new to design of steel structures.
how do i design a cantilever beam connected to an inverted column
check the link for the picture of drawing of the structure
how do i design a cantilever beam connected to an inverted column

check the link for the picture of drawing of the structure
RE: how design a beam connected to a column as a cantilever
1) Figure out the forces in the members. Flexure, shear, and torsion predominantly.
2) Design the members as beams, beam-columns, and tension members as appropriate using your local design standard.
3) Pay careful attention to the buckling of things, lateral torsional buckling in particular.
4) Consider a pair of vertical stiffeners in the beam beneath the inverted column (often coined a "hanger").
Feel free to dive in, make some progress, and post updates here. We can help you step through the details as you go.
RE: how design a beam connected to a column as a cantilever
Also pay particular attention to deflection at the pipe, and whether the pipe stress guys can accept it. Given the arrangement you have shown I suspect deflection will be un-acceptably large unless the loads are very small.