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

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
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
Background image of page 1
This is the end of the preview. Sign up to access the rest of the document.

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...
View Full Document

{[ snackBarMessage ]}

Ask a homework question - tutors are online