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Hello Gentlemen, I have recently started using the connection design software IDEA statica which works based on Finite element analysis.The results I get seems realistic & I have submitted those calculation to EOR in some cases...it was approved as well...but still wondering...

Thanks L Bey & BA...I guess I have understood the theory now.

Please refer to the attached file for the exact wording of EOR https://res.cloudinary.com/engineering-com/image/upload/v1681736815/tips/Lateral_moment_s7hywk.pdf

Hello BA...thanks for the response,the above suggestion will resolve my issue...could you tell me how to convert the lateral moment into force as well to decide the number of bolts & weld length?...there are locations where the EOR shows lateral moment value & ask to connect the beam to column...

Hello Gentlemen, Can someone guide me on how to calculate the force to be connected from the given Lateral moment of a W beam connecting to a W column(The EOR says to connect a W beam to a W column with fully restrained moment connection for the full lateral moment capacity of...

Hi Gentlemen, I havea situation in a project where I used L4x4x3/8 angle(Toe down) with post installed anchors for a precast landing support.But the engineer later changed the size to L6x4x3/8(Toe down)which I missed to pickup.My Question is,with the vertical leg anchored to the...