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Mr. Kuranage Akila Nadishan Perera


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1 to 5 of 21 total

RE: Steel composite floors load distribution

Posted By Kuranage Akila Nadishan Perera 12-17-2020 09:11 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Dear Professor, Thank a lot for your valuable comments. ------------------------------ Kuranage Akila Nadishan Perera A.M.ASCE Ja-Ela ------------------------------

Steel composite floors load distribution

Posted By Kuranage Akila Nadishan Perera 12-14-2020 08:55 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Hi Guys!! I'm having a question regrading the load distribution of steel composite decking floors. once we are using decking sheet under the slab, is it okay to consider two way load distribution even Ly/lx greater than 2. what would be more realistic? ------------------------------ Kuranage Akila ...

RE: Meet the Leaders: Ask Me Anything

Posted By Kuranage Akila Nadishan Perera 05-14-2020 11:16 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Dear Sir, Thank you very for your prompt reply. I'm looking to gain experience on structural design projects. I have 2 years of experience in the building design industry. My aim is to competent on structural designs and become P. E. ------------------------------ Kuranage Akila Nadishan Perera ...

RE: Meet the Leaders: Ask Me Anything

Posted By Kuranage Akila Nadishan Perera 05-12-2020 10:11 PM
Found In Egroup: Integrated Buildings & Structures \ view thread
Hi, this question for SEI president, Dear sir, I'm a Structural engineer practicing in Sri Lanka. I may be looking for opportunities to gain experience. I'm interested to involve your design works. ------------------------------ Kuranage Akila Nadishan Perera A.M.ASCE Ja-Ela ------------ ...

RE: Design strategy of Frame and core wall combined system

Posted By Kuranage Akila Nadishan Perera 04-27-2020 10:22 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Dear Sir, It's a real project. Height of the structure is 69m. Plan area 40.2m by 25.95m. We planned to go with reinforced concrete. I have looked to go for frame and shear wall system to go. I'm glad if you could support me on this. We have main core more towards to north west direction and to avoid ...