Elastic Modulus

Moment of Inertia

Load, P

Length, L

x

Max Deflection

Rot at Free End

Deflection at x

Moment of Inertia

Load, P

Length, L

a

Max Deflection

Rot at Free End

Deflection at x

b

x

Elastic Modulus

Moment of Inertia

Load, w

Length, L

x

Max Deflection

Rot at Free End

Deflection at x

Elastic Modulus

Moment of Inertia

Load, w0

Length, L

x

Max Deflection

Rot at Free End

Deflection at x

Elastic Modulus

Moment of Inertia

Load, M

Length, L

x

Max Deflection

Rot at Free End

Deflection at x

Elastic Modulus

Moment of Inertia

Load, P

Length, L

x

Max Deflection

Rot at Free End

Deflection at x

Elastic Modulus

Moment of Inertia

Load, w

Length, L

x

Max Deflection

Rot at Free End

Deflection at x

Case 1: Cantilever Beam, Concentrated Load P at the Free End

Case 2: Cantilever Beam, Concentrated Load P at Any Given Point

Case 3: Cantilever Beam, Uniformly Distributed Load (w)

Case 4: Cantilever Beam, Uniformly Varing Load (Maximum Intensity of w0)

Case 5: Cantilever Beam, Couple Moment M at the Free End

Case 6: Beam Simply Supported at Ends, Concentrated Load P at the Center

Elastic Modulus

Case 7: Beam Simply Supported at Ends, Concentrated Load P at Any Given Point

Case 8: Beam Simply Supported at Ends, Uniformly Distributed Load (w)

Case 9: Beam Simply Supported at Ends, Couple Moment M at the Right End

Case 10: Beam Simply Supported at Ends, Uniformly Varing Load (Maximum Intensity of w0)

Elastic Modulus

Load, P

a

Length, L

b

Moment of Inertia

Max Deflection

Rot at Left End

x

Deflection at x

Rot at Right End

Elastic Modulus

Load, M

x

Rot at Left End

Rot at Right End

Moment of Inertia

Length, L

Max Deflection

Deflection at x

Elastic Modulus

Moment of Inertia

Load, w0

x

Rot at Left End

Rot at Right End

Length, L

Max Deflection

Deflection at x

Note: Use Consistent Units.

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