Could you explain again what you refer to with the required shear resistance in the panel bracing, and what was the change in this aspect with the previous regulations
Many thanks doctor, can we consider purlin connecting with flange brace to rafter and columns as point brace... Can you please make a new vedio to explain this point?
Good morning sir, please , would you mind to help me in calculating the impact force which is applied by free drop 50 kg steel mass on a RC 0.15 m thick slab from a height of 2.5 m, because Abaqus calculations differs from my calculation and both of them differ from Experimental results , I wish your time permit you to answer me as soon as you can 🌹
this video helps me a lot, thanks sincerely
عودا حميدا يا دكتورنا الغالي
These lectures helped me a lot, thank you very much
Could you explain again what you refer to with the required shear resistance in the panel bracing, and what was the change in this aspect with the previous regulations
Hello Dr Mohamed
What is the prefred section in bracing to resist lateral load
Many thanks doctor, can we consider purlin connecting with flange brace to rafter and columns as point brace... Can you please make a new vedio to explain this point?
thank you so much
Could you share some example of desing please?
Thank you very much
Good morning sir, please , would you mind to help me in calculating the impact force which is applied by free drop 50 kg steel mass on a RC 0.15 m thick slab from a height of 2.5 m, because Abaqus calculations differs from my calculation and both of them differ from Experimental results , I wish your time permit you to answer me as soon as you can 🌹
Dr mohammed please can you share the pdf lectures please?