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CONNECTION DETAIL(IDEA STATICA)-단순접합부 계산 본문

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CONNECTION DETAIL(IDEA STATICA)-단순접합부 계산

ARCHENEER 2022. 2. 14. 16:44
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1. BEAM TO BEAM SHEAR CONNECTION (보 단순 접합부)

-UPN160/ UPN220

1) SOFTWARE INFORMATION

2) CODE SETTING

3) DESIGN CAPACITY (OWNER COMMENTS)

- MOMENT : 0 %

- SHEAR: 60%

- AXIAL: 5%

 

2. RESULT

1) FIN PLATE CONNECTION - FAILED (SUPPORTED BEAM FAILED)

- FIN PLATE/ SUPPORTED BEAM WEB PLATE/ BOLT FAILED

- DEFORMATION CHECK

3. SOLUTION -1 (FIN PLATE + ADDED PLATE)

1) ADDED PLATE TO ATTACH ON THE SUPPORTED BEAM WEB SIDE.

3. SOLUTION -2 (ENDPLATE)

1) ENDPLATE CONNECTION

 

4. CONCLUSION

1) two connection details can be used to make shop drawings.

2) In aspects of fabrication works, Using fin plate connection is better than endplate.

 

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