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What is Pure Bending Theory and Solutions about?

1) When a structural section is composed of multiple materials, each material must be converted to an equivalent single material based on the stiffest or most flexible material. The new section properties like I are then calculated. 2) For concrete-steel sections, the steel is ignored since it has little effect on bending. The total area is converted to an equivalent concrete area and the new centroid and I are calculated. 3) For eccentric axial loads, the load can be resolved into a concentric load plus a

Author

magdy bakry

Language

EN