Unformatted text preview: Neglect self weight of the member) 2. Calculate the maximum axial and shear stresses that develop in the flanges and the web of the given steel beam made of C300 section. w=0.5t/m 3.0m 5.0m 2t 4.0 t.m A B C C300 1t 2.0m 1t C300 Sectional view...
View Full Document
This note was uploaded on 06/24/2009 for the course CE xxx taught by Professor Tuken during the Spring '09 term at Middle East Technical University.
- Spring '09
- Structural Engineering