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ECIV 320 Structural Analysis I. Internal Loadings in Structural Members Sections 4.1 – 4.5 Study all examples. Internal Loading in Structural Members. Axial Loading. P. P. P. Internal Loading in Structural Members. Flexure. P. M. V. Internal Loading in Structural Members.
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ECIV 320 Structural Analysis I Internal Loadings in Structural Members Sections 4.1 – 4.5 Study all examples
Internal Loading in Structural Members Axial Loading P P P
Internal Loading in Structural Members Flexure P M V
Internal Loading in Structural Members Internal Loadings represent the resultant of stresses distributed over the cross section
Internal Loadings at Specified Point - PROCEDURE • Support Reaction • May need to be calculated before Internal Loadings • Cut the Member • Pass Section parpendicular to its axis at the specified point • Attention: Keep all distributed loadings moments and forces in their exact location.
Internal Loadings at Specified Point-PROCEDURE • Free Body Diagram • Hint: Draw FBD of segment with the least number of loads • Hint: Indicate Resultants inPositive Directions
Internal Loadings at Specified Point-PROCEDURE • Equations of Equilibrium • Hint: Sum moments at the section about centroid • Hint: Numerical Results • (+) FBD OK, • (-) Internal Loadings Opposite Direction
Shear and Moment Functions for Beams Design ! Variations of internal Shear and Moment along Axis Normal Force is usually ignored Exception: Compressive Axial Forces (Buckling) Use same approach as before but with variable location of section Pay attention to discontinuities of applied loads
Example EXAMPLE
Shear & Moment Diagrams for Beams Variations of V and M in a graph Form