Unformatted text preview: used. EY loading. 2. Design members IJ and BI of the given truss using 2-equal-leg angle sections. St37, EY loading. s s 5cm 4cm 7cm 3cm 5cm 1.8cm 0.6cm 0.6cm T T 10t 20t 20t 20t 10t 4m 3m 3m 3m 3m 3m 3m A B C D E F G H I J K L...
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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