en
Feedback
Theory and design of Structures

Theory and design of Structures

Open in Telegram

#Purpose The purpose of this channel is discussing the theoretical and technical aspects of Structural engineering. #Target Bridging the gap between theory and practice. Contact @Cengtalk_bot

Show more
The country is not specifiedThe category is not specified
7 300
Subscribers
No data24 hours
No data7 days
No data30 days
Posts Archive
👆👆 the spredsheet can handle both types of newel stairs with different support conditions. @theoryanddesignofstructures

Supported by beams projecting from shear wall. Usually newel stairs rising around evevators are supported in this manner. @th
Supported by beams projecting from shear wall. Usually newel stairs rising around evevators are supported in this manner. @theoryanddesignofstructures

Supported at exterior boundary @theoryanddesignofstructures
Supported at exterior boundary @theoryanddesignofstructures

Open Newel Stair ES EN 1992-1-1 2015.xlsx5.17 KB

☑️Open newel stair analysis and design excel spreadsheet Based on ES EN 1992-1-1:2015 A spreadsheet for analysis and design of newel stair with two major support conditions is prepared. Try the spreadsheet and if you find any errors please inbox me. @theoryanddesignofstructures

Torsion Design.pdf5.60 KB

☑️ Torsion Design to ES EN 1992-1-1-2015 The pdf file below is an example design of beam member for torsion. @theoryanddesignofstructures ⬇️

☑️Torsion design "It is instructive to classify torsion into two types. Comparability torsion, which may arise in statically indeterminate situations, is generally insignificant; torsional moments will be shed back into the elements carrying bending moments( at right angles to the element carrying torsion), because torsional stiffnesses are lower than bending stiffnesses. Any torsional cracking will be controlled by shear links. However, equilibrium torsion in statically determinate situations, where torsional resistance is required for static equilibrium, will have significant magnitudes, and has to be designed for. " 📚 Priyan Dias and Kesawan Sivakumar @theoryanddesignofstructures

Second trial 190 mm depth @theoryanddesignofstructures
Second trial 190 mm depth @theoryanddesignofstructures

👆 The above intial depth was changed to 190 mm in order to be more economical and the following results were achieved. @theoryanddesignofstructures ⬇️

With 230 mm initial depth @theoryanddesignofstructures
With 230 mm initial depth @theoryanddesignofstructures

With 230 mm initial depth @theoryanddesignofstructures
With 230 mm initial depth @theoryanddesignofstructures

👉 This Pdf is prepared by mannual calculation 👉 the same stairs is analysed using the modified excel and the following outputs were collected. 👉 the outputs agree with the mannual calculations. @theoryanddesignofstructures ⬇️

Version 2 Dog Legged Stair ES EN 1992-1-1 2015.xlsx7.70 KB

‼️The provided spreadsheet has some errors. ✅ The modified spreadsheet is posted below. 🙏Thanks for commenting. @theoryanddesignofstructures ⬇️

Stair.pdf8.87 KB

☑️ Stair Analysis and design based on ES EN 1992-1-1:2015 The pdf file below discussed analysis and design of dog legged stair based on the new code. @theoryanddesignofstructures ⬇️

🔈 Source of information is: @jobsethio

Ethiopian Steel PLC Internship Internship Requirement BSC. in Civil Engineering, Electrical Engineering and Mechanical Engineering Fresh Graduates of 2018/2010EC GPA of 3.5 and above Internship agreement will be for one year and the company will pay reasonable internship payment which will be disclosed for the short listed. How To Apply Application Deadline August 16,2018 send you Cv application letter and copies of credentials to email lidya.shiferaw@safalgroup.com or in person to Ethiopian Stell showrooms Pisa Churchill road haron tower first floor (anbesa korkoro gallery ) or megenaga show room infront of leme hotel, ybk building Tel 0114342720 @jobsethio