Analysis and Design 2D Steel Structure by ETABS
Design Code: AISC 360-10 (ASD)
Material: Steel A36
Fy= 250 Mpa
Frame Section: IPE600 (Euro)
DL= 50 KN/m
LL= 50 KN/m
(Neglect Self-Weight)
Load Combination: Default (Steel Frame Design)
1.0 DL + 1.0 LL
End Length Offset= 0
Determine:
Vertical Displacement (mm)
Rotation (rad)
Maximum Axial Load (KN)
Maximum Shear (KN)
Maximum +ve Moment (KN.m)
Maximum -ve Moment (KN.m)
Design Beam
…....
Technical Info:
ETABS Ultimate 64-bit Version 18.0.2 Build 2064
Link for exercise files:
https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Analysis%20and%20Design%202D%20Steel%20Structure%20by%20ETABS.EDB
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