Structure Analysis

Static and kinemetic Indeterminancy

Statically Determinate Structures

Statically Indeterminate Structures

Static Indeterminancy

Internal static indeterminacy

Kinematic Inderminacy

Influence line diagram and rolling loads

Simply Supported beam

Simply Supported beam with Overhang

Simply Supported Beam Carrying Internal Hinge

Effect of rolling loads

Influence line diagram for truss members

ILD Inclined members

Arches

Three Hinged Arches

Temperature Effect on three hinged Arches

Two Hinged Arches

Temperature Effect on Two Hinged Arches

Reaction Locus for a Two Hinged Arch

Two Hinged Semicircular Arch

Two hinged parabolic Arch

Eddy's Theoram

Method of Structural Analysis

Difference between Force method and Displacement method

Strain Energy method

Strain energy stored due to axial load

Strain energy stored due to bendig

Strain energy stored due to Shear

Strain energy stored due to Shear Force

Strain energy stored due to torsion

Strain energy stored in terms of maximum shear stress

Strain energy stored in hollow circular shaft

Castigliano'ss first theoram

Castigliano'ss second theoram

Bettis law

Maxwells Reciprocal Theorem

Standard cases Deflection

Moment distribution method (Hardy Cross Method)

Stiffness

Stiffness of beam

Carry Over factor

Standard cases

Distribution Factor (D.F)

Relative Stiffness

Slope Deflection method (G.A. Maney Method)

Slope Deflection Equation

Sign Convention

Trusses

Degree of Static Indeterminacy

Truss Member Carring Zero forces

Interminate Truss

Lack fit in truss

Flexibility

Siffness


1 view0 comments

Recent Posts

See All