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- Simple Stresses
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- Shear and Moment in Beams
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Stresses in Beams
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Flexure Formula
- Section Modulus
- Solution to Problem 503 | Flexure Formula
- Solution to Problem 504 | Flexure Formula
- Solution to Problem 505 | Flexure Formula
- Solution to Problem 506 | Flexure Formula
- Solution to Problem 507 | Flexure Formula
- Solution to Problem 508 | Flexure Formula
- Solution to Problem 509 | Flexure Formula
- Solution to Problem 510 | Flexure Formula
- Solution to Problem 511 | Flexure Formula
- Solution to Problem 512 | Flexure Formula
- Solution to Problem 513 | Flexure Formula
- Solution to Problem 514 | Flexure Formula
- Solution to Problem 515 | Flexure Formula
- Solution to Problem 516 | Flexure Formula
- Solution to Problem 517 | Flexure Formula
- Solution to Problem 518 | Flexure Formula
- Solution to Problem 519 | Flexure Formula
- Solution to Problem 520 | Flexure Formula
- Solution to Problem 521 | Flexure Formula
- Solution to Problem 522 | Flexure Formula
- Solution to Problem 523 | Flexure Formula
- Solution to Problem 524 | Flexure Formula
- Solution to Problem 525 | Flexure Formula
- Solution to Problem 526 | Flexure Formula
- Solution to Problem 527 | Flexure Formula
- Economic Sections
- Floor Framing
- Unsymmetrical Beams
- Superimposed or Built-up Beams
- Horizontal Shearing Stress
- Design for Flexure and Shear
- Spacing of Rivets or Bolts in Built-Up Beams
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Flexure Formula
- Beam Deflections
- Restrained Beams
- Continuous Beams
- Combined Stresses
- Reinforced Beams
- Properties of Wide Flange Sections
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