DESIGN OF BEAM-COLUMN, Equivalent Load Method
DESIGN OF BEAM-COLUMN, Equivalent Load Method
(OP)
Salam,
I want to know for designing beam-column we have to use equivalent load method...in that method why we convert the load into axial load and design the member as Axial Loaded member..why ?
Is there any other method of designing the beam-column and is this equivalent load method gives good results or not?
I want to know for designing beam-column we have to use equivalent load method...in that method why we convert the load into axial load and design the member as Axial Loaded member..why ?
Is there any other method of designing the beam-column and is this equivalent load method gives good results or not?






RE: DESIGN OF BEAM-COLUMN, Equivalent Load Method
RE: DESIGN OF BEAM-COLUMN, Equivalent Load Method
RE: DESIGN OF BEAM-COLUMN, Equivalent Load Method
Carl Bauer
www.bauerconsultbotswana.com
RE: DESIGN OF BEAM-COLUMN, Equivalent Load Method
OK. lets say that you have a beam column and the loads coming on it in the form of axial and bending moments, no section properties are given.
how will you design it .
RE: DESIGN OF BEAM-COLUMN, Equivalent Load Method