ส่วนของรางน้ำ
Deflection calculator
Force application
20 6,000
Deflection d ≈ 0 mmd ≈ 0.01 mmd ≈ 0 mmd ≈ 0.01 mmd ≈ 0 mmd ≈ 0.01 mm
Deflection calculation
Bending Stress σ ≈ 0.69 N/mm²σ ≈ 1.39 N/mm²σ ≈ 0.69 N/mm²σ ≈ 1.39 N/mm²σ ≈ 0.69 N/mm²σ ≈ 1.39 N/mm²
The resulting Bending Stress of 0.69 N/mm² is less than the Yield point of 195 N/mm² for this profile, so it doesn't get permanently deformed with this applied force.The resulting Bending Stress of 1.39 N/mm² is less than the Yield point of 195 N/mm² for this profile, so it doesn't get permanently deformed with this applied force.The resulting Bending Stress of 0.69 N/mm² is less than the Yield point of 195 N/mm² for this profile, so it doesn't get permanently deformed with this applied force.The resulting Bending Stress of 1.39 N/mm² is less than the Yield point of 195 N/mm² for this profile, so it doesn't get permanently deformed with this applied force.The resulting Bending Stress of 0.69 N/mm² is less than the Yield point of 195 N/mm² for this profile, so it doesn't get permanently deformed with this applied force.The resulting Bending Stress of 1.39 N/mm² is less than the Yield point of 195 N/mm² for this profile, so it doesn't get permanently deformed with this applied force.
