Engr. Jox

Structural Theory | Beam Deflection - Virtual Work Method - Part 3

Structural Theory | Beam Deflection - Virtual Work Method - Part 2

Structural Theory | Beam Deflection - Virtual Work Method - Part 1

Structural Theory | Beam Deflection - Double Integration Method - Part 3

Structural Theory | Beam Deflection - Double Integration Method - Part 2

Structural Theory | Beam Deflection - Double Integration Method - Part 1

Review on Moment of Inertia

Structural Theory | Approximate Analysis of Frames - Part 3 (Cantilever Method)

Structural Theory | Approximate Analysis of Frames - Part 2 (Portal Method)

Structural Theory | Approximate Analysis of Frames - Part 1 (Vertical Loads)

Structural Theory | Influence Line - Part 3

Structural Theory | Influence Line - Part 2

Structural Theory | Influence Line - Part 1

Structural Theory | Analysis of Arches - Part 2

Structural Theory | Analysis of Arches - Part 1

Structural Theory | Analysis of Cables - Part 4 (Unsymmetric Parabolic Cables)

Structural Theory | Analysis of Cables - Part 3 (Symmetric Parabolic Cables)

Structural Theory | Analysis of Cables - Part 2

Structural Theory | Analysis of Cables - Part 1

Structural Theory | Determinacy and Stability of Structures

Structural Theory | Load Distribution - Part 2

Structural Theory | Load Distribution - Part 1

Response Modification Factor (R) - NSCP 2015

Earthquake Resistant Structures - Columns of Special Moment Frames (NSCP 2015 / ACI 314M-14 )