Design a weld connection for an UNP 280×80×9 of S 355 (fy= 355 MPa and fu= 470MPa) steel connected to a 10 mm gusset plate. The guesst plate is S275. Please draw all calculated values on a sketch with full dimensions. D=335 KN L=670 KN

Structural Analysis
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Chapter2: Loads On Structures
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Design a weld connection for a UNP 280×80×9 of S 355 (fy = 355 MPa and fu = 470 MPa) steel connected to a 10 mm gusset plate. The gusset plate is S275. Please draw all calculated values on a sketch with full dimensions.

\[ D = 335 \, \text{kN} \]
\[ L = 670 \, \text{kN} \]

### Diagram Explanation

The diagram depicts a steel connection setup. It includes a UNP 280×80×9 section connected to a 10 mm thick gusset plate. The dimensions of the gusset plate and forces are indicated:

- **Plate Thickness (t):** 10 mm
- **UNP Dimensions:** 280×80×9
- **Forces:** 
  - \( D = X \, \text{kN} \)
  - \( L = 2X \, \text{kN} \)

Refer to the annotated diagram (Figure 2) for a visual representation.
Transcribed Image Text:Design a weld connection for a UNP 280×80×9 of S 355 (fy = 355 MPa and fu = 470 MPa) steel connected to a 10 mm gusset plate. The gusset plate is S275. Please draw all calculated values on a sketch with full dimensions. \[ D = 335 \, \text{kN} \] \[ L = 670 \, \text{kN} \] ### Diagram Explanation The diagram depicts a steel connection setup. It includes a UNP 280×80×9 section connected to a 10 mm thick gusset plate. The dimensions of the gusset plate and forces are indicated: - **Plate Thickness (t):** 10 mm - **UNP Dimensions:** 280×80×9 - **Forces:** - \( D = X \, \text{kN} \) - \( L = 2X \, \text{kN} \) Refer to the annotated diagram (Figure 2) for a visual representation.
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