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Thanks guys, I guess it seems my only choice is to try and avoid it. I'll access the best way to take it out.

rowingengineer: 1. Thanks for your response. No, wind is not an issue. This is a 4-storey building in a medium-to-high seismic area. 2. Design is with Eurocode 8, which requires that all secondary members (not primary resisting elements) must be able to safely carry gravity loads under...

Sorry, for not stating this clearly, this is a concrete frame

Hello: Can anyone give advice on my problem below? Under lateral seismic, I am developing very large shears and moments in short beams (about 1 meter length) connecting shearwalls and the framing system. My lateral force system is only shearwalls, so the framing system is designed for...

Can anyone help me with an easy method for determining the inter-storey drift from an ANSYS Spectrum analysis. PRNSOL only gives the nodal displacements not inter-storey drifts. Storey drifts cannot just be calculated by subtracting the final nodal displacements which have been evaluated by...