3. Focus Area: The Slope Deflection Method (Detailed)

This is a cornerstone chapter in Wang's book. Wang, C

• Wang, C. K. (1953). "The Slope-Deflection Method for Statically Indeterminate Structures." Journal of the Engineering Mechanics Division, ASCE, 79(4), 403-424.
• Wang, C. K. (1964). "Carry-Over Factors for Continuous Beams." Journal of the Engineering Mechanics Division, ASCE, 90(2), 151-173.

Chu Kia Wang is a renowned civil engineer and academic who has made significant contributions to the field of structural analysis. With years of experience in teaching and research, Wang has written several influential books on structural analysis, including "Statically Indeterminate Structures". His expertise and clarity in presenting complex concepts have made his books a go-to resource for students and professionals alike. Chu-Kia Wang’s seminal textbook

Textbooks on Civil Engineering: There are many textbooks on structural analysis that cover statically indeterminate structures. Look for chapters on "statically indeterminate structures" or "indeterminate beams and frames". Wang, C

1. Identify degrees of freedom (unknown rotations).
2. Write the Slope Deflection equation for every end of every member.
3. Apply equilibrium equations at the joints ($\Sigma M = 0$) and shear equations if there is frame sway.
4. Solve the algebraic equations for rotations.
5. Substitute back to get final bending moments.