32 Cherry Banks single story Extension
Budget: £250 – £750 GBP
Good afternoon ,
I would appreciate a quote and your suggestion for this extension .
please see attached Planning/ building reg drawings for 32 Cheery banks single story extension for structural drawings and details for the extension . . I’m planning to start the building work early next year .
The issue I have the Beam depth which is 363.4 . would it be possible to use the following UNIVERSAL BEAMS 203X133X25 BSEN10025-2: S355J for the extension ?
As it appears that two numbers of UB sections have been used next to each other, but each UB has been designed separately. Buckling strength is critical as per the calculations report. Combining two UB sections, by connecting them together, we may expect increased buckling capacity. For example, buckling capacity of each UB is "Mb", when two UB's are connected side by side, the buckling capacity of the combined section will be more than "2 Mb". Lower size of UB sections can be tried by combining them together side by side. UC can be tried alternatively. Furthermore, S355 grade of steel in place of S275 grade can be considered.
Regards
Subbarao
07551274280
I would appreciate a quote and your suggestion for this extension .
please see attached Planning/ building reg drawings for 32 Cheery banks single story extension for structural drawings and details for the extension . . I’m planning to start the building work early next year .
The issue I have the Beam depth which is 363.4 . would it be possible to use the following UNIVERSAL BEAMS 203X133X25 BSEN10025-2: S355J for the extension ?
As it appears that two numbers of UB sections have been used next to each other, but each UB has been designed separately. Buckling strength is critical as per the calculations report. Combining two UB sections, by connecting them together, we may expect increased buckling capacity. For example, buckling capacity of each UB is "Mb", when two UB's are connected side by side, the buckling capacity of the combined section will be more than "2 Mb". Lower size of UB sections can be tried by combining them together side by side. UC can be tried alternatively. Furthermore, S355 grade of steel in place of S275 grade can be considered.
Regards
Subbarao
07551274280
Related categories:
Structural Engineering