Structural Analysis

Vasthu sasthra is the mother of structural analysis, but it is misinterpreted. The basic principles are not studied well. Now it has ceased to make scientific sense. Several centuries ago big temples, palaces, stupas have been built. Scientific analysis had been done behind these wonders. The pyramids of Egypt, Qutab minar in India Colossus, the ancient engineers who had designed this analyzed the forces transferred, loads and the concept stresses. They had known how to span lengths and cover areas.

Before sizing the elements of a structure we must study, due to the application of the load which part of the structure is more stressed. The element can be a column, beam, a slab, a truss. For stability, we are analyzing the geometry.

Strength and Stability

With the principles of mechanics, we analyze the structure to determine reactions, internal forces, deformations, deflections etc. Our structure must be strong otherwise it may brake, if it is not stable it may slide or rotate. If foundation soil is not strong it may sink, support also must be good.

Strength is another criterion of the good structure. It is decided by examining the stress at failure.

Buckling is classified as instability. It will occur in a compression member. If the member is too slender it may buckle. The beam will bend about an axis about which the radius of gyration is least. Good practice is known also other than theory.

Serviceability

A good structure must be serviceable or it has no use. It does not have cracks, will not deflect excessively. The structure with cracks and excessive deflection will cause tension. If a building is poor in thermal and acoustic insulation it is not serviceable.

The structural analysis must be the first tool the Engineer is mastered. Theory and practice are different we must observe built structures before going to design one.

Architects have to study history of architecture and structures. Practice is something different than theory.

Determinate structures and Indeterminate structures

Determinate structures

1)     It can be analyzed with three conditions of statics there can be only three unknowns

2)     Reactions are independent of member properties

3)     No temperature stresses

4)     Lack of fit is not a problem

5)     If one of the members fail the structure would collapse

Indeterminate structures

1)     3 equations of statics is not sufficient to analyze the structure

2)     Dependent on member properties like E A I etc

3)     Lack of fit would produce internal stresses

4)     Redundancy makes additional safety

5)     Temperature stresses  do

Types of analysis

Stiffness methods

1)     Moment distribution

2)     Slope deflection

3)     Matrix stiffness

4)     Kanis method

Flexibility method

1)     Energy methods

2)     Matrix flexibility method

3)     Column analogy method

Linearity

A linear structure is that the resulting displacements are proportional to applied loads. A structure would behave linearly when

1) The material is linear, elastic all over

2) Displacements are small

Analysis software

Structural analysis software makes the life of the engineer soft and easy. With thumb rules decide dimensions, analyze the structure with software. But dead load is a problem, live load is taken as equal dead load.