CE 329 Structural Analysis. Fall 2008
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1 CE 329 Structural Analysis Fall 2008
2 Objectives General List Course Objectives Describe Topical Coverage for Class Provide the Formula for Computing your Course Grade Meet somebody new!
3 Objectives Analysis Fundamentals Define the role of analysis in the design of structures List the equations of equilibrium for a planar structure Compute the resultant and centroid for a system of forces acting on a structure
4 Objectives Analysis of Planar, Statically Determinate Structures Draw free body diagrams (FBD s) for idealized support conditions Solve for support reactions using equilibrium equations Define the Principle of Superposition and list the assumptions needed for it to be valid Compute the response of a structure with inclined supports and/or forces acting at an angle other than perpendicular to the axis of a member
5 Objectives Analysis of Planar, Statically Determinate Structures Assess whether a structure is externally stable or unstable Identify whether a structure is statically determinate or indeterminate Compute the degree of indeterminacy for statically indeterminate structures
6 Objectives Truss Analysis Summarize the assumptions used to analyze trusses Compute the determinacy of a planar truss Determine truss member forces using the method of joints Identify zero force members
7 Objectives Truss Analysis Compute truss member forces using the method of sections Recognize which analysis method is appropriate for a given truss analysis problem
8 Objectives Beam Analysis Compute internal axial force, shear force, and bending moment distributions in beams Draw axial force, shear force, and bending moment diagrams for general beam loading and support conditions Develop mathematical relationship between shear and moment along the length of a beam Calculate inflection points on a moment diagram
9 Objectives Frame Analysis Draw axial force, shear force, and bending moment diagrams for general loading and support conditions for a frame
10 Objectives Deflections Derive the Moment-Area Theorems Compute beam deflections using moment- area principles List the assumptions and limitations of using the moment-area theorems to compute deflections
11 Objectives Deflections Compute deflections/rotations for structures with overhangs, hinges, and/or changes in stiffness using the momentarea theorems Apply the moment-area theorems to compute deflections/rotations in frames
12 Objectives Statically Indeterminate Structures Explain why statically indeterminate structures are used for most applications Summarize different analysis approaches used to compute the response of statically indeterminate structures Apply the Flexibility (Force) Method to compute reactions and internal forces in statically indeterminate structures.
13 Objectives Statically Indeterminate Structures (Flexibility Method) Define flexibility coefficient, redundant, primary structure Describe the procedure for establishing equations of compatibility Analyze statically indeterminate structures that are subjected to support settlements
14 Objectives Statically Indeterminate Structures (Slope-Deflection) Compare/Contrast static indeterminacy and kinematic indeterminacy Analyze statically indeterminate structures using the Slope-Deflection Method
15 Objectives Statically Indeterminate Structures (Moment Distribution) Analyze statically indeterminate structures with simple supports and/or overhangs using the slope-deflection method Utilize modified stiffness coefficients to analyze structures with simple supports at their ends Apply the slope deflection method to analyze frames that cannot sway
16 Objectives Influence Lines Describe what Influence Lines represent Construct influence lines for statically determinate structures Determine the positioning of a moving live load to produce the maximum value for a reaction, shear, or moment at a given location
17 Objectives Influence Lines Construct influence lines for statically determinate structures qualitatively (i.e., without setting up equilibrium equations) using the Muller-Breslau Principle
18 Objectives Influence Lines Determine the maximum effect (shear, moment, or reaction) at a point due to a series of concentrated loads
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