CIVL3310 STRUCTURAL ANALYSIS Chapter 10: Analysis of Statically Indeterminate Structures by the Force Method CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang
Determinate or Indeterminate ? Yes Structure Equilibrium No
Why Indetermiante ? Advantages Smaller stresses and deflections
Why Indetermiante ? Advantages Fail safe 1995 Oklahoma City bombing
Prices Disadvantages Stresses due to support settlement
Prices Disadvantages Stresses due to temperature changes
Indeterminate Structures
Symmetric Structures Structure Reflection Axis of symmetry Identical in geometry, supports and material properties
Symmetrical Structures
Symmetrical Structures
Symmetrical Loadings
Symmetrical Loadings
Anti-Symmetrical Loadings
Anti-Symmetrical Loadings
Decomposition of Loadings (B) = (A)/2 (C) = Reflection of (B) sum (B)+(C) Symmetrical (B)-(C) Anti-symmetrical
Decomposition of Loadings Loadings = Symmetrical + Anti-symmetric Loads + =
Decomposition of Loadings
Decomposition of Loadings
Analysis of Symmetrical Structures Loading Symmetrical Loading Anti-symmetrical Loading Symmetrical Structure Response Response 1 Response 2 +
Symmetrical Structures under Symmetrical Loads P P a L a P Moment & vertical displacement ≠ 0 Slope & axial displacement = 0 slope = 0 M ≠ 0 V ≠ 0
Symmetrical Structures under Symmetrical Loads
Symmetrical Structures under Anti-symmetrical Loads Slope ≠ 0 Moment & vertical displacement = 0 P a a L/2 L/2 P P Slope ≠ 0 M = 0 V = 0
Symmetrical Structures under Anti-symmetrical Loads
Analysis
Analysis 6 degrees of indeterminacy 4 degrees of indeterminacy
Analysis
Analysis of Statically Indeterminate Structures Force methods This chapter Displacement methods Next two chapters
Compatibility DB=0 By
Compatibility
Compatibility
Compatibility
Compatibility C C D P P D = A B + 1 1
Compatibility
Compatibility Settlement
Compatibility Settlement
Least Work Method Castigliano’s theory P D=? P F M(P,F) D U(P,F)
Least Work Method DF F P M(P,F) U(P,F) Obtain F The magnitude of redundant force must be such that the strain energy stored in the structure is a minimum
Least Work Method Virtual work principle +dP DP F +dF P M(P,F) Castigliano’s theorem Least work principle Note: F does not do any work !
Least Work Method Strain energy F1 F2 Fn P1 P2 Pm Forces that do work Forces that do not do work