Steel Design NSCP 2015 Formulas

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Civil Engineering

Last updated 3:55 PM on 5/12/24
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21 Terms

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Global Centroid

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Moment of Inertia

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Section Modulus

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Radius of Gyration

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Moment of Inertia with respect to an axis

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Gross Section Yielding

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Net Section Fracture

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Effective Diameter of a hole/bolt

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<p>φ = 0.75</p>

φ = 0.75

Block Shear Rupture

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<p>φ = 0.75</p>

φ = 0.75

Block Shear Rupture Max

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Area for Staggered Holes

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Slenderness Ratio

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<p>φ = 0.90</p>

φ = 0.90

Compression Strength

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Critical Slenderness Ratio

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Euler's Elastic Critical Buckling Stress

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<p>Yielding Occur</p>

Yielding Occur

Short Critical Buckling Stress

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<p>Buckling occurs</p>

Buckling occurs

Long Critical Buckling Stress

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Euler Buckling Load / Stress Below Proportionality Limit

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<p>φ = 0.65</p>

φ = 0.65

Bearing Strength if Plate covers the full area

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<p>φ = 0.65</p>

φ = 0.65

Bearing Strength if Plate doesn't cover the full area

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Upper Limit of Bearing Strength