Objective
To verify the steel W-shaped beam design in flexure
Problem Description
Select the lightest W section for the simply supported beam of L = 50ft, Lb = 25 ft. The superimposed load is 0.4 kip/ft dead load and 1.0 kip/ft live load.
Use A992 steel.
[Ref 1, pp 435-437].
Finite Element Model
1 beam elements with appropriate material and design criteria assigned
Model type: 2D Frame
Results
The following table shows some intermediate and final results during the design. The program gives comparable results with the reference [Ref 1].
|
ENERCALC 3D |
[Ref 1] |
Cb |
1.30073 |
1.30 |
Lp (ft) |
9.36033 |
9.36 |
Lr (ft) |
30.3592 |
30.3 |
Mu (ft-kips) |
686.295 |
688 |
Phi-Mnx (ft-kips) |
740.751 |
740 |
Reference
[1]. Charles Salmon, John Johnson and Faris Malhas, “Steel Structures” 5th Edition, Pearson Prentice Hall, 2009