Fixed at both ends, uniformly distributed load（L-section and T-section）
L形鋼/T形鋼断面の梁について、両端固定 等分布荷重が掛かる場合のたわみと応力を計算します。
Input
Beam length
Young's modulus
Width
Height
Web thickness
Flange thickness
Density
Acceleration due to gravity
Result
Total mass
Distributed load
Distance from top to centroid
Distance from bottom to centroid
Second moment of area
Section modulus (top)
Section modulus (bottom)
Reaction force
Maximum bending moment
Maximum deflection
Maximum bending stress
- The following is from 8.1 "Deflection of beams" of the AIJ Standard for Allowable Stress Design of Steel Structures (2019).
- Under long-term loading, the deflection of a beam shall not exceed 1/300 of the span, or 1/250 for a cantilever. Purlins, girts and the like may go beyond this limit so long as the finish is not affected.
- Where live load acts dynamically, the resulting vibration of the beam shall be checked so that comfort, the operation of precision equipment and productivity are not impaired.
- For crane runway girders the limit is 1/500 of the span for hand-operated cranes, and 1/800 to 1/1 200 for other electric cranes, according to the circumstances.
