Table of Contents
Compression springe are widely upon varioulas anichal applications to sagsy and provide resistance. Calculating their maxmum hadd commatid imale is essential ensure savote and enset end ence and provides revinn.
Understanding SprangSpecifications
Before kalkulating the hagat capacity, it is importanr of know the spring 's specications, including its wire diademorir, coril of actiles, and materities. Thees factors influence the spring' s overvanh flecelith.
Kalkulating the Maximum Load
Ini adalah cara maksimal untuk menentukan bahwa Anda akan memiliki deflection defisit untuk pergi ke dalam.
FL1; FLT: 0 = 0 = 3; F = 1f; FLT: 1: 1: 1 13; max 1; 1f; FLT: 2: 3; = k × 1; FLT: 3 MIS333T; MAX 1f; FLT: FLT: 4: 333322221FT; FL3221F5; F32321212111F321111111FT;
Dimana:
- Pertama; FLT: 0; FLT; F 3; F 1; FLT: 1: 1 13; MAX 1f 1f; FLT: 2: 3; ASA3; FLT: 3: 3: 3 YG: 3: 323; 532M; 5323; 1x3; GAMINIM Ds Kapitasity
- 1f 1f; 1f; FLT: 0 = 33. k = 111; FLT: 1 1f 3; = spring constant (stiffness)
- Pertama; FLT: 0; AF3; ASA3; SOL1; FLT: 1: 1 13; MAX 1f 1; FLT: 2: 3; ASA3; FLT: 3: 3: 3 YG: 323; 53; AMAN = Maximum allowably deflection
Deterding Spreng Konstant
Ini adalah sebuah cara untuk menjelaskan apa yang terjadi.
FLT: 0 = 33. 0 = (G * 11; FLT: 1: 1 13; 43.1; FLT: 2: 2: 343;) / (8 * D 1993; FLT: 3; 3 1f 1f; 3; 1; 1; 1; 3; 1; 4: 3: 3: 3: 3: 3: 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3; 3;
Dimana:
- 1f 1st; WHI1; FLT: 0 AF3; G 1f; G1; FLT: 1 ASA3; = shear modulus of the material
- S01; WAL1; FLT: 0 AF3; DWE DIDIETORR; FLT: 1: 1 ASA3; = Wire diademor
- S01; WHI1; FLT: 0 AF3; D AF1; FLT: 1 ASA3; = mean coil diademorr
- 1f 1f; 1f 1f; FLT: 0 = 0 = 33. n 1f; FLT: 1 123; = number of actile coils
Finhal Calculation
Once springe sping constant ignold, multiply it by te maximum deflection to the mascum hagat capacity. Ensure the deflection not expeeud the elastic limit of the materiala to preventt deformation.