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Showing results for tags 'ubc 97'.
Found 5 results
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Assalam o alaikum. My building has special moment frames and 3 to 4 shear walls. The bay where shear walls are placed, no column is in the bay and beams are coming directly at top of shear wall and for the very specific bay, slab is also resting directly at shear wall at that location. How to d...
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ETAB's V2018 removed the UBC 97 the old n obsolete code. http://installs.csiamerica.com/software/ETABS/18/ReleaseNotesETABSv1801.pdf Incident#234426 Description. 3 What is the way forward for generating seismic forces as per UBC-97 in the future via software. What could be alternati...
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AOA, Kindly email me UBC 97 (All volumes) & ASCE 7-O5. Tufail_mabood@yahoo.com JazakAllah Khair.
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Assalam o alaikum. I am attaching image of plan of a building. It is having wing projections more than 15% as shown in attached image. And also Vertical irregularity i.e. Only center part of building has 3rd story and rest of parts dont have. I have the following questions. 1) To consider...
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Assalam o alaikum. I have gone through previous posts regarding this topic but still i m unable to get the exact way to check torsional irregularity. What I have concluded through surfing and conversation regarding this topic with some of forum members, I m posting it with uncertainty that I ha...
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