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
Absorbing video thorough expln great respects on the brilliant strl engr
Great video, helped with my coursework. Thank you!
Very useful info and straightforward thank you
Glad you liked it
Such a knowledgeable thing. Thanks for sharing
Excellent work
Many thanks
Thank you for this excellent job it gave an insight on portal frame design
This is good , thanks for that,
Can you share the pdf of above curves for our reference
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.
Kudos to you. Please can you a detailed video sir?
Great easy explanation,
Can you please do one video for the frame stability.
Thanks
You should please do a detailed design video please
yes. please do a detailed design too your explanation is really superb. thanks really
Which book the plastic modulus chart u using here came from from Sir??
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).
Thank🙏
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?
Would you please design the same portal frame with the same dimensions using the eurocode 3? 🙏🏾🙏🏾🙏🏾🙏🏾
Un video sobre cargas en estadios, por favor
May the good Lord bless you abundantly
Have you got Calculations for Gantry Cranes and the type’s of Steel used in their makeup
24 meter span with concrete column sizing
would you please make a video on steel connection design ?
Experienced guy maniiiiiiii
can you use this for monopitch portal frames?
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! :)
Hello,
How do I get to access these wella charts
Imperial system for plastic modulus
Will you please describe steel rafter design ?
Added to our list
Where is the chart
structuralengineercalcs.com/wellers-charts-2/