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MBA.Graduate Psychology,PHD in HRM
Strayer,Phoniex,
Feb-1999 - Mar-2006
MBA.Graduate Psychology,PHD in HRM
Strayer,Phoniex,University of California
Feb-1999 - Mar-2006
PR Manager
LSGH LLC
Apr-2003 - Apr-2007
Just problem 5.
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Problem 5: Design of a Single-Angle Tension Member
Design a tension member given the following:
- Service loads: PD = 40 kips, PL = 66 kips;
- Single angle required;
- Unbraced length, L = 20 ft.;
- ASTM A36 steel; and
- Two lines of four ¾-in-diameter bolts
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