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Unformatted text preview: the results with the tensile design strength of the member. Figure 2 1.051 Structural Engineering Design Prof O. Buyukozturk Fall 2003 3. Tensile and Block Shear Strength of Welded Members Compute the tensile design strength of the 6x6x1/2 angle shown in Fig. 3 if it consists of a steel with Fy=50 ksi and Fu=65 ksi. Consider block shear as well as the tensile strength of the angle. Figure 3...
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This note was uploaded on 11/29/2011 for the course CIVIL 1.00 taught by Professor Georgekocur during the Spring '05 term at MIT.
- Spring '05
- Structural Engineering