Discussion :: Steel Structure Design
-
Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of
|
A.
area of compression flange at the minimum bending moment to the corresponding area at the point of maximum bending moment
|
|
B.
area of tension flange at the minimum bending moment of the corresponding area at the point of maximum bending moment
|
|
C.
total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment
|
|
D.
none of these.
|
Whatsapp
Facebook
Be The First To Comment