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Statically Indeterminate: Category 2 (End-to-end series ): More one torque.
In this example, the right-hand rule is used to decide the direction.  Did you grasp how to choose the direction?

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Torsion | Statically Indeterminate Problem | Example 1

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Statically Indeterminate : Category 2 ( End to end series) : Different geometry

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Torsion | Statically Indeterminate Problem | Example 2

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Any of these subtopics that need clarification?

4.1 Types of Beam

4.2 Types of Loading

4.3 Support Reactions

4.4 Shear Forces and Bending Moment in Beam (Shear and Moment Functions)

4.5 Beam Sign Conventions

4.6 Shear and Moment Diagram

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How to Calculate Reactions of a Cantilever Beam with a Uniformly Distributed Load

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List BLUR subtopic, if any.

4.7 Relations among Load, Shear & Bending Moment
4.8 Bending Deformation of a Straight Member
4.9 Centroid and Moment of Inertia
4.10 The Flexure Formula
4.11 Stress Concentration under Bending

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Yes to you or Naaaa?

4.12 Shearing stress in bending

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Mechanics of Materials, Lecture 19: Shear stress in beams (Prob1)

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CONCLUSION OF BENDING

4.13 Deflection of beam ·   Curvature of bending and bending moment
4.14 Determination of deflection and slope of beam with simple loading(s) ·
4.15 Direct Determination of the Elastic Curve from load distribution