Hi,
I would like to ask you for help about ProSteel.
I need to calculate this structure, below.
Please ignore the beams sizes.
How to start to carry this on properly?
My approach would be:
Calculate B1
Calculate B2
Calculate B3 (Bringing forward loads from B1 at R2 in 9 contact points), B5 (Bringing forward loads from B1 at R1 & from B2 at R2), B4 (Bringing forward loads from B2 at R1)
Calculate B6 (Bringing forward loads from B1 at R2 in 10 contact points), B8 (Bringing forward loads from B1 at R1 & from B2 at R2), B7 (Bringing forward loads from B2 at R1)
Calculate B9 (Bringing forward loads from B3 at R2, B5 at R2, B4 at R2 & B6 at R1, B8 at R1, B7 at R1)
Is this method correct?
Sorry, I never had any training, just read the book.
Capture156.png
thank you for help,
Regards
Arek
I would like to ask you for help about ProSteel.
I need to calculate this structure, below.
Please ignore the beams sizes.
How to start to carry this on properly?
My approach would be:
Calculate B1
Calculate B2
Calculate B3 (Bringing forward loads from B1 at R2 in 9 contact points), B5 (Bringing forward loads from B1 at R1 & from B2 at R2), B4 (Bringing forward loads from B2 at R1)
Calculate B6 (Bringing forward loads from B1 at R2 in 10 contact points), B8 (Bringing forward loads from B1 at R1 & from B2 at R2), B7 (Bringing forward loads from B2 at R1)
Calculate B9 (Bringing forward loads from B3 at R2, B5 at R2, B4 at R2 & B6 at R1, B8 at R1, B7 at R1)
Is this method correct?
Sorry, I never had any training, just read the book.
Capture156.png
thank you for help,
Regards
Arek
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