Arche 2 Strength Of Materials2D
Module 9: Combined Stresses - Theory & Concepts
Combined axial and flexural loads and eccentrically loaded members.
Open the complete lessonEccentrically Loaded Column Visualizer
Combine uniform axial compression with bending stress caused by an eccentric load.
P = 150 kN
e=50
Cross-section: 300mm × 200mm
Left edge (-150)Centroid (0)Right edge (+150)
Stress Distribution across Width (MPa)
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Axial
Bending
Combined
Stress at Left Face (y = -150)
0.00 MPa
(Compression)
Stress at Right Face (y = +150)
-5.00 MPa
(Compression)