![]() The normal stress in the column can be calculated as Normal Stressį N = applied force perpendicular to the area - Normal force (N, lb)Ī = cross-sectional area (m 2, in 2) Shear Stressį V = applied force in plane of the area - Shear force (N, lb) Example - Normal Stress in a ColumnĪ 10000 N force is acting in the direction of a British Universal Column UB 152 x 89 x 16 with cross sectional area 20.3 cm 2. ![]() Stress is the ratio between applied force and cross-sectional area where the applied force is acting.
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