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Bending Stresses

- Dead Load Moment when Stress in Steel for Shored Members is Given
- Dead Load Moment when Stress in Steel for Unshored Members is Given
- Live Load Moment when Stress in Steel for Shored Members is Given
- Live Load Moment when Stress in Steel for Unshored Members is Given
- Section Modulus of Steel Beam when Stress in Steel for Unshored Members is Given
- Section modulus of transformed Composite Section when Stress in Steel for shored Members is Given
- Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given
- Stress in Steel for Shored Members
- Stress in Steel for Unshored Members

Shear Range

- Allowable Horizontal Shear for Individual Connector for 100,000 cycles
- Allowable Horizontal Shear for Individual Connector for 2 million cycles
- Allowable Horizontal Shear for Individual Connector for 500,000 cycles
- Allowable Horizontal Shear for Individual Connector for over 2 million cycles
- Allowable Horizontal Shear for welded studs for 100,000 cycles
- Allowable Horizontal Shear for welded studs for 2 million cycles
- Allowable Horizontal Shear for welded studs for 500,000 cycles
- Allowable Horizontal Shear for welded studs for over 2 million cycles
- Horizontal Shear Range at the juncture of Slab and Beam
- Moment of Inertia of Transformed Section when Horizontal Shear Range is Given
- Shear Range due to Live and Impact Load when Horizontal Shear Range is Given
- 2 More formulas!

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