(Solved): Subject: steel (1) The SAP program was used and the design values were extracted, but now ...

Subject: steel (1)

The SAP program was used and the design values ??were extracted, but now a manual solution is required to verify as well.

Through the SAP program, the value of the member DE = -233.731 kips "compression"

*((((We want to design compressive strength the (DE) member manual))))*

Problem 1: Design the following steel truss sing Sap 2000 software. Determine the internal loads and select the best wide flange shape (W) for each member. The members will be connected with $$7/8$$ in diameter bolts. Verify your results using trial-and-error approach. Use A572 steel ( $$\mathrm{Fy}=50\mathrm{ksi},\mathrm{Fu}=65\mathrm{ksi})$$. Use LRFD. Solution: The SAP program was used and the design values were extracted, but now a manual solution is required to verify as well. Through the SAP program, the value of the member $$DE=?233.731$$ kips "compression" * $$(((($$ We want to design compressive strength the (DE) member manual $$)$$ )))*