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Chapter 9: Shear Stress In Beams
M9.11: Bolt Spacing in Built-Up Steel Beam
Moment of Inertia - I
State the Problem
Plan the Solution
Table of Contents
Section Properties – W16 × 40
Section Properties for C Shapes
Section Properties – C10 × 20
Moment of Inertia - I
Moment of Area Q
Required Shear Flow q
Bolt Strength
Allowable Bolt Spacing
Finished
Concept Checkpoints
scene
7
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13
We will use the parallel-axis rule to compute the moment of inertia for the built-up steel beam.
