Any one out there have experience with ASCE I am repairing a steel frame parking structure (substantial alteration due to scope) which. ASCE Seismic Evaluation of Existing Buildings. ASCE Seismic Evaluation of Existing Buildings. This standard provides a process for seismic evaluation of existing buildings. Available for Subscriptions.
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Seismic Evaluation of Existing Buildings, SEI/ASCE :
Any one 31-30 there have experience with ASCE Thank ssce for helping keep Eng-Tips Forums free from inappropriate posts. Please first log in with a verified email before subscribing to alerts. I forgot the effect of rho and the difference in mass in the ASCE calcs when I wrote the post, so the difference is more like a factor of 2.
ASCE loads included 10 psf of live load, which was not included in the ASCE calculation, but calculates a pseudo seismic force of approximately 1. Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden. If the document is revised or amended, you will be notified by email.
asce seismic evaluation of existing buildings – ASCE (civil) Code Issues – Eng-Tips
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Download Now Defense manufacturing is all about project manufacturing and project accounting. Red Flag This Post Please let us know here why this post is inappropriate. Obviously since the lateral system is not too far from meeting the current code, I was hoping to save the expense of seismic retrofit and assumed the standard would be somewhat relaxed compared to cuurrent code. This standard provides a process for seismic evaluation of existing buildings.
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Seismic Evaluation of Existing Buildings, SEI/ASCE 31-03
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What live load mass is assumed and at what level?
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This standard is intended to serve as a nationally applicable tool for design professionals, code officials, and building owners looking to seismically evaluate existing buildings.
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American Society of Civil Engineers. Structure period is wsce at approximately 0. Join your peers on the Internet’s largest technical engineering professional community. Automated People Mover Standards Pt.