CSI ETABS - 16 - Design of Steel frame building | part 2/3

In this lecture Design of Steel frame building with detailing is shown in detail
Steel frame is typically consisting of vertical column and horizontal beams which are riveted, bolted or welded together in a rectilinear grid. Steel beams are horizontal structural members that resist loads applied laterally to their axis. Columns are vertical structural members that transfer compressive loads. It can be used to form the skeleton of a building.
Steel beam
A steel beam is a structural steel product that is made to support heavy loads like moments,shear etc.
Steel Column
A column is a general term and it means a structural member that is subjected to axial loads, bending moments and shear forces and is a vital part of any structure and supports it. If this column is made of steel (entirely, of steel, not just reinforced with steel bars) then it is called a steel column.
Composite beam
A structural member composed of two or more dissimilar materials joined together to act as a unit. An example in civil structures is the steel-concrete composite beam in which a steel wide-flange shape (I or W shape) is attached to a concrete floor slab using shear keys.
Deck slab
Deck slab is the part of structures which is constructed over the girders and filled with concrete in the presence of shear keys.
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[@civilmdc]

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[@BashirAhmed-jo4zq]

Thanks for the efforts you made. Pls Keep it up.

[@madesnoel]

Sir, do you have a tutorial to design a foundation of this steel structure? It seems that it's an open-ended design for me. I need to design also the foundation. What software better to use in the design of the foundation? Thanks a lot.

[@muhammadqasim2342]

Very helpful Lecture Sir

[@dilipngangom4198]

Do we need to assign lateral bracing to the columns also?

[@naiba996]

I run more than 6 times with my model. it always shows "Analysis and design sections differ for 22 steel frame..."...how can I fixed it? add more sections in autobeam?

[@donaldlopez952]

sir why is it in 14:40 the section of beam is W250x38.5 then after you zoom out and in it has changed to W310x158.

[@johnburimaoma2620]

Thanks for the effort you give in creating such content sir, it is very helpful.🫡

[@civilmdc]

Thanks

[@B-F-G]

Thanks a lot! For steel frame design check, some beam members (A-Grav-Bm, auto select list) fail. What should we do in this case?

[@civilmdc]

Make the new list with different sections of high strength and stiffness

[@pyarebache3973]

can you explain difference between end shear and shear force ...because i designed a model of steel building in STAADPRO as well as ETABS ...During analysis stage the Shear force is depicted pictorially ...in both software but once the design is done in Etabs in reports i observed end shear value ...now I am confused which value shall I use to design the connection ......Can you elaborate on this....

[@MrA2D2]

Thanks Bro, Ask...why in my etabs Steel Beam Material List (total Weight) 0.00 Ton. please asnwer and thanks

[@domenicksemrau]

Hello, is there a part 3 to this series? I cannot find the video. Thanks

[@civilmdc]

Yes...
Here is the full course link on CSI ETABS
th-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
Select part 3

[@ajazsayyed8487]

Asslamualikum sir. Plz tell me the beam position of open newl staircase. If you send image it's very good. Thank you.

[@civilmdc]

W. Salam I didn't understand your question.... Please brief it.

[@ajazsayyed8487]

@@civilmdc I want to know about how many beam required and where in RCC open newel staircase.

[@civilmdc]

@@ajazsayyed8487 dear it is the Engineer judgements for providing beams...
Normally at the ends of Staircase and at the landings.

[@latiefnehdesain]

what did you use of code for steel design?

[@civilmdc]

AISC

[@AnishDangolyestheweirdone]

sir 14:15 i got 52 members failed.

[@abdulmananafridi812]

Where are Those Notional Loads? Stability Design Checks, Analysis Procedure For Second Order effects( P-Delta. P-delta). Load Combinations must be Modified. Check whether the Lateral load combinations must have notional loads or not? Read Chapter C of AISC 2010 and Please Make Tutorial then?

[@asadali5589]

1st viewer

[@civilmdc]

Thanks Bro.