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Etabs Load Combinations
Fatima Khalid reacted to Zargham Amir Dar for a topic
This document helped in finding Ss and S1 for Lahore, as are Ss=1.03 and S1=0.41. Plus I am stuck in a few problems in seismic design of water retaining structures. I am stuck in "effective mass coefficient ε" asked in ACI 350-3-06 Appendex A Step 5.
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Etabs Load Combinations
Badar (BAZ) reacted to Fatima Khalid for a topic
Well I have found the relevant document. Following is the link for the required document: https://de.usembassy.gov/wp-content/uploads/sites/21/2016/08/Attachment-J.2-2015_OBO_Building_Code1.pdf1 point
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