thanks for sharing this video , I would like to ask , is it needed to use modifier 0.25 for slab in slab beam system, I checked ACI-318 - 19 for that and its written that its necessary for flat plates and flat slab
Does ETABS check the shear strength of Beam-Column joint as per IS:13920-2016 cl.9 over and above Strong column-Weak beam check? How can I verify the check?
AOA brother. Udemy par ju course ap me upload kia hai us mai detailing ka portion cover kia hai ap ne? I mean complete working drawings ju ham banate hein submission ke leye.
No, it's an ETABS course primarily, but additionally design aspects are covered and you can check the topics covered on the landing page of course: www.udemy.com/course/etabs-rcc/?referralCode=4F571121E8073D773BE7
how can i check strong column weak beam if I have a intermediate sway? as We know, Etabs just calculates strong column weak beam for special moment frames.
@@EngineeringLearningPlatform Hi, thank you for aswering me, I mean, when I have a intermediate sway and I want to check 6/5 beam/column capacity ratios OR column/beam capacity ratios I get from Etabs N/A, it happens because Etabs Just calculates these capacity ratios for special frame moments, so as I mention before, I have a intermediate sway and I want to do these Checks. How can I check 6/5 beam/column capacity ratio in an intermediate sway?. In this video you are working whit a special frame moment so you can check 6/5 beam/column capacity ratio.
Mostly arises when the beam is not assigned "beam property" happens by mistake, or if the joint is not properly forming at common node or even releases can cause this issue.
@@4ta01_josuadmarthrietchyri7 select the members, go to design and then "overwrite the frame design procedure" to correct one. If concrete so concrete or steel so steel
