ASCE 31-03 PDF

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 31-03

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. By using our website you agree to our use of cookies. As the voice of the U. Red Flag This Post Please let us know here why this post is inappropriate. Thank you for helping keep Eng-Tips Forums free from inappropriate posts.

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Students Click Here 13-03 Us! If the document is revised or amended, you will be notified by email. 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 is also available to be included in Standards Subscriptions. Proceed asc Checkout Continue Shopping. Standards Subsctiption may be the perfect solution. Already Subscribed to this document.

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Home Contact Us Help Free delivery worldwide. This standard provides a process for seismic evaluation of existing buildings. By joining you are opting in to receive e-mail. Any one out there have experience with ASCE This standard was written to: A major portion is dedicated to instructing the evaluating design professional on how to determine if a building is adequately designed and constructed to resist seismic forces.

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ASCE – Seismic Evaluation of Existing Buildings

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What live load mass is assumed and at what level? Click Here to join Eng-Tips and talk with other members!

Any ideas about what I missed or confirmation of the result would be appreciated. I have reread the code 3 times looking for an error on my part, but get the same conclusion.

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