hw3 - used. EY loading. 2. Design members IJ and BI of the...

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Due April 7, 2004 CE 485 - FUNDAMENTALS OF STEEL DESIGN HOMEWORK 3 1. Calculate the minimum value of ‘s’ for the given connection considering its load carrying capacity. Determine the corresponding tensile load capacity of the connection. M16 turned bolts and St37 steel are
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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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