do you know where can i download newer version of etabs, would be good if its crack, since im a student and i dont have money to buy authentic version

Their will be change in Utility Ratio when the beam breaks into parts.....doesn't that effect your steel design

How do with middle support with bracket and bolt details

How can we design connections further....!? I mean welded connections or bolted connections...

Thanks for your video

Sir how to calculate dead load and Live load

thank you my friend

Nice explanation. Could you please share the excel file for the wind load calculation as per ASCE 7?

Sir, we need steel Quantity Estimation for same ware house building

Thank you sir, for your dedication to share your knowledge. It's really helpful for upcoming designers.

Hi, please I need a video on how to run detailing both for steel and concrete. And also how to check if design parameters has passed or fail. Thanks for the video I really love it

Please make video on piping desing. In details in staad pro

Was the Density that was changed (minute 14:15) actually for the Structural Steel Instead of the concrete density by mistake?

I checked lots of videos and this is the only one where i found that i can change the storey height after constructing full structure. I thought i should redoo from start. Thank you

Thanks, this helped

Very very helpful 💜

your source file is missing in mediafire will you please provide this link again

Sir how to calculate wind load manually from top to foundation

You are not creating purlin and neglected sheeting on top it seems 😮 Can you please elaborate how you calculated loads which country code Your video key takeaway is Geometry creation 😢

Please share the complete design data sheet

okay thanks. how do i select all beams in the array so I can move them to another location?

Thank you for sharing

Good video with nice explanation.

Sir kaun sa app hai

Hope to contact your group when I get back to Bangladesh in the near future. Very unusual situation where the roads are not that good in the village approximately ten kilometers from Brahmanbaria, and two kilometers from the Dhaka Sylhet road on Akhaura Chandura road. So difficult to bring heavy materials. But I am hoping to incorporate sufficient structural rods for load bearing on Columns and beams to add extensive amount of bamboo and natural local materials heavily protected from weathering with available paints. All this is to cover existing buildings from the summer heat gain and heat and to make the home tolerable for summer. Air conditioning or lack of air conditioning is the issue. Mainly want to enhance the passive cooling or reduce the heat by shading and increase air flow. There are ponds and many trees. May even consider adding removable or wind tolerant sails “পাল “or false roofs for shading May consider adding plenty of solar panels for energy and shading. Home has been updated periodically over the last fifty years. We have modern toilets air conditioning and solar systems in place. Thai glass windows have been added. Area is above flood levels. We may use white paint or color for heat reflector as you know helps some. Aesthetics or Looks are not as important as the function of the cooling aspects if possible. May not destroy any of the existing trees or vegetations if possible. Minimum changes to the vegetations. May add a small swimming pool if possible . Comfort from oppressive heat is the issue. Perimeter Security may be added features. Also open to ideas about using earthen walls which are common features about three miles from this village. Older earthen homes in this village have gradually mostly been replaced by other stuff. Dimensions of this one story home is approximately thirty feet by thirty feet. Hight may be fifteen feet. If you get the idea or understand the unusual expectations and thoughts make comments. Or please find or recommend some group who may be interested. I am retired Bangladeshi. I live in Springfield Missouri USA. Thanks. Best regards.

kitna select deselect bol raha hai laude

But you didn't conclude whether the members are pass or fail in output based on loadings. pls show the check code based on the standards

Thaks so much for this info. It is so important, but I couldn't find it in the Autodesk documentation or forums.

Why purlins are not put? And also wind load should be producing uplift on truss

It's waste of time don't watch it...he will confuse u a lot even for simple modeling he will delete and assign n number of times. Waste of time

why didn t you take into considration wind 90 degrees maain direction also

please kindly send me the excel sheetfor wind load calculations

I have tried for a structure. But it shows 1 error always " it seems there is no load cases" will you please help to short out the problem

Hii sr my question to you is is the column hinged at bottom..? And also my question to you is if we have rigid or hinged joint at truss end then there will be large horizontal force on column which will induce large moment if bottom end not hinged

Boss hope that you will show connection design in excel sheet

Thanks

Structure is fail in side sway. Please check the side sway i.e. horizontal deflection should not be more than H/200 or 100.

Sir Can i follow same process for IS ?

Hi , I must say you are doing a great job sir. Can you please give the link to the dwg file used for this tutorial? Thanks

thank you lot for teaching us a good lessons . we are waiting for dynamic analysis of steel building .

Thank you sir. Great Teaching.

For wind Load Local Y must be positive sign. then Wind be out ward from structure. Please follow it. Also thanks the video crater Engineer.

👍

Give me your cell number.

Is that wind load direction even correct? you should show your wind load calculation.

How bout roof windload

100 th comment🔥

thank you

You really do not know the difference between sway and deflection.

Thanks for the amazing tutorial. Can you please give the excel file for wind load? And the drawing layout in AutoCAD please?