1) Modelling
2) Property- Rectangular 0.3X0.3m
3) Supports- Hinged
4) Loading-
Member Load
Concentrated Moment
P= - 30 (Clockwise) (+30 for Anticlockwise)
Direction = Local z
d1 = 1m (from Start Node)
5) Analysis
6) Results
Bending Moment -Mz
Shear Force -Fy
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