IDX Beam Analysis Tool 1.0
http://www.idx-design.com

General beam scheme

General Beam Scheme Deflection Force Moment Stress Axial Force Torsion Moment Torsion Stress Torsion Deflection

Beam parameters

Length: 40.000000 ft

Cross section parameters
W_10x19
Steel Wide Flange Tapered I-Beam

Moment of inertia: 96.300000 in^4
Section modulus: 18.800000 in^3
Section area: 5.620000 in^2
Polar moment of inertia: 100.590000 in^4
Polar section modulus: 19.637508 in^3

Material parameters
Material:  Steel(Carbon)
Torsion modulus of elasticity: 11153846.000000 psi
Modulus of elasticity: 29000000.000000 psi
Material density: 0.283000 lb/in^3

Supports

1. Fixed End support at 0.000000, fixed torsion.
2. Roller support at 30.000000, fixed torsion.
3. Fixed End support at 40.000000, fixed torsion.
4. Pin support at 12.000000, fixed torsion.

Loads

1. Point load at 15.000000, value 100.000000 lb, angle 90.000000 degrees.
2. Point load at 3.000000, value 100.000000 lb, angle 45.000000 degrees.
3. Distributed load at 5.218700 - 9.218700, left value 250.000000 lb/ft, right value 250.000000 lb/ft, angle 90.000000 degrees.
4. Distributed load at 13.993661 - 17.993661, left value 300.000000 lb/ft, right value 600.000000 lb/ft, angle 90.000000 degrees.
5. Distributed load at 31.141046 - 35.141046, left value 900.000000 lb/ft, right value 600.000000 lb/ft, angle 90.000000 degrees.
6. Moment load at 22.000000, value 800.000000 lb, clockwise.
7. Moment load at 22.950872, value 1200.000000 lb, counterclockwise.
8. Torsion load at 28.339144, value 100.000000 lb, clockwise.
9. Torsion load at 26.310618, value 100.000000 lb, counterclockwise.