Excellent videos. A worked example designing back to back unequal angles acting as a beam over a maximum span of say 4.0m supporting a domestic timber floor would be interesting. The purpose would be to set the vertical flanges of the combined beam section up within the depth of the floor to provide an almost flush ceiling line. It would have to be assumed that the beam section would have to be fully restrained. IG Lintols have a similar standard lintol to carry two skins of brickwork over a maximum span of 2.70m with a maximum load of 10kN. I would have thought with having more metal to play with in the RSCs, (plate thickness of lintol only 3mm) I would have thought it was possible but I am about to find out. Have been retired for 11 years and have lost touch somewhat so will see what we can retrieve from the old grey cells.
thank u so much for the video , can you please make a video on how to calculate the load capacity of different members of a steel platform ( members used are hollow rectangular tubes).
8 mins of this video has more content and info than an entire classroom session. very concentrated information. keep up the good work.
Glad it was helpful!
Couldn't agree more
Very useful info and straightforward thank you
Glad you liked it
Absorbing video thorough expln great respects on the brilliant strl engr
Great video, helped with my coursework. Thank you!
Such a knowledgeable thing. Thanks for sharing
Excellent videos. A worked example designing back to back unequal angles acting as a beam over a maximum span of say 4.0m supporting a domestic timber floor would be interesting. The purpose would be to set the vertical flanges of the combined beam section up within the depth of the floor to provide an almost flush ceiling line. It would have to be assumed that the beam section would have to be fully restrained. IG Lintols have a similar standard lintol to carry two skins of brickwork over a maximum span of 2.70m with a maximum load of 10kN. I would have thought with having more metal to play with in the RSCs, (plate thickness of lintol only 3mm) I would have thought it was possible but I am about to find out. Have been retired for 11 years and have lost touch somewhat so will see what we can retrieve from the old grey cells.
Excellent work
Many thanks
Would you please design the same portal frame with the same dimensions using the eurocode 3? 🙏🏾🙏🏾🙏🏾🙏🏾
Kudos to you. Please can you a detailed video sir?
Great easy explanation,
Can you please do one video for the frame stability.
Thanks
Thank you for this excellent job it gave an insight on portal frame design
You should please do a detailed design video please
yes. please do a detailed design too your explanation is really superb. thanks really
thank u so much for the video , can you please make a video on how to calculate the load capacity of different members of a steel platform ( members used are hollow rectangular tubes).
What standard reference does this use? Do you use ASCE?
Great work. Good explanation also. Any videos on the eaves haunch/apex haunch connection design?
Un video sobre cargas en estadios, por favor
Thank🙏
Have you got Calculations for Gantry Cranes and the type’s of Steel used in their makeup
Imperial system for plastic modulus
May the good Lord bless you abundantly
would you please make a video on steel connection design ?
can you use this for monopitch portal frames?
Experienced guy maniiiiiiii
Will you please describe steel rafter design ?
Added to our list
Hello,
How do I get to access these wella charts
Could you provide the materials for these charts? Thanks.
structuralengineercalcs.com/wellers-charts-2/
@@StructuralEngineerCalcs thank you 😍
@@StructuralEngineerCalcs I am not able to preview them as it says I am not allowed to preview drafts. How can I have access to them please?
Try again please
@@StructuralEngineerCalcs It works now, thank you so much! :)
Where is the chart
structuralengineercalcs.com/wellers-charts-2/