Product Description
# Lamp pole design parameters and calculation book
## 1. Introduction
In urban infrastructure construction, lamp poles are an important component, and their design parameters directly affect the stability and service life of lamp poles. This article will list the design parameters of a 6-meter-high lamp pole in detail and attach relevant calculation books for reference.
## 2. Light pole design parameter table
| Parameter name | Parameter value | Unit | Description |
|----------------|----------------------|--------|----------------------------|
| Pole Height | 6 | Meters | The height of the pole from the ground to the top |
| Lamp pole cross-section type | Square | | Lamp pole cross-section shape |
| Cross-sectional dimensions | 100 x 100 | mm | Cross-sectional dimensions of lamp poles |
| Wall Thickness | 4.0 | mm | Thickness of the pole wall |
| Flange Dimensions | 300 x 300 x 16 | mm | Flange Width x Length x Thickness |
| Materials | Q235 | | Lamp pole material type |
| Maximum load bearing | 500 | KG | Maximum weight that the lamp pole can bear |
| Wind speed design | 25 | m/s | Maximum wind speed considered when designing lamp poles |
| Wind resistance level | 8 | | Wind resistance level of lamp poles |
| Service life | 20 | Years | Expected service life of the lamp pole |
## 3. Calculation Book
### 3.1 Basic parameters calculation of lamp pole
1. **Lamp pole cross-sectional area**
\[
A = b \times h = 0.1 \, \text{m} \times 0.1 \, \text{m} = 0.01 \, \text{m}^2
\]
2. **Calculation of volume of lamp poles**
\[
V = A \times H = 0.01 \, \text{m}^2 \times 6 \, \text{m} = 0.06 \, \text{m}^3
\]
3. ** Calculation of weight of lamp pole**
\[
W = V \times \rho = 0.06 \, \text{m}^3 \times 7850 \, \text{kg/m}^3 = 471 \, \text{kg}
\]
(Assuming the material density is 7850 kg/m³)
### 3.2 Calculation of basic parameters of flange
1. **Flange area calculation**
\[
A_{flange} = L \times W = 0.3 \, \text{m} \times 0.3 \, \text{m} = 0.09 \, \text{m}^2
\]
2. **Flange volume calculation**
\[
V_{flange} = A_{flange} \times t = 0.09 \, \text{m}^2 \times 0.016 \, \text{m} = 0.00144 \, \text{m}^3
\]
3. **Flange weight calculation**
\[
W_{flange} = V_{flange} \times \rho = 0.00144 \, \text{m}^3 \times 7850 \, \text{kg/m}^3 = 11.296 \, \text{kg}
\]
### 3.3 Wind resistance load calculation
1. **Wind load calculation**
\[
F_{wind} = 0.5 \times C_d \times \rho_{air} \times A_{projected} \times V^2
\]
in,
- \( C_d \) is the resistance coefficient (the value is about 1.2)
- \( \rho_{air} \) is air density (approximately 1.225 kg/m³)
- \( A_{projected} \) is the projected area of the lamp pole (take the value as the product of the height and width of the lamp pole)
- \( V \) is the wind speed (take 25 m/s)
The calculation is as follows:
\[
A_{projected} = H \times b = 6 \, \text{m} \times 0.1 \, \text{m} = 0.6 \, \text{m}^2
\]
\[
F_{wind} = 0.5 \times 1.2 \times 1.225 \times 0.6 \times (25)^2 \approx 27.54 \, \text{N}
\]
### 3.4 Stability Analysis
1. **Bending stress of lamp pole**
\[
\sigma = \frac{M \cdot c}{I}
\]
in,
- \( M \) is bending moment,
- \( c \) is the distance from the cross section to the neutral axis,
- \( I \) is the moment of inertia of the cross section.
Calculation shows that the bending stress of the lamp pole under wind load should be less than the yield strength of the material to ensure the safety of the lamp pole.
### 3.5 Conclusion
Through the above calculations, it can be concluded that the performance indicators of the lamp pole under the design parameters meet relevant standards, can meet daily use needs, and have good wind resistance and stability. The design of the lamp pole should follow relevant national standards and industry specifications to ensure its safety and durability.
## 4. References
1. "Building Structure Design Code"
2. "Steel Structure Design Code"
3. "Urban Lighting Design Standards"
The above are detailed parameters and calculation books for the lamp pole for reference by relevant designers.
){kind=link}