Design tensile strength of the angle which is connected to gusset plate problem

[@lmf5995]

Dear Sir For the second question i.e 60 mm leg. We have got an ans of Tdn - 156 KN Tdb - 111 KN And the final ans is 111 KN Can you please confirm whether the same is correct or not. And if its wrong, please share the correct ans.

[@civilworld]

Hi, Don’t worry about the answers. Because this is practical subject, just follow the procedure. In exams they follow the procedure only. Follow my procedure and do as per your values. Nothing to worry. All the best

[@lmf5995]

​@@civilworld thank you

[@junaidrashid6070]

Ty sir this video helped me alot

[@eklovyasharma819]

Thank you for clear explanation✌✌

[@civilworld]

Welcome 😊

[@SANJAYA_KHATARI]

when you calculateAvg why should you took 4*50,the no. Of bolts is 5

[@civilworld]

Please refer code book IS 800:2007

[@civilworld]

Please refer code book IS 800:2007

[@SANJAYA_KHATARI]

@@civilworld please sir can you explain in brief ,why should you take 4*50 the no. Of bolts is 5

[@civilworld]

@@SANJAYA_KHATARI 4*50 is not the number of bolts. It is the length the failure section. This is practical subject first you have to understand the IS 800:2007 subject

[@SANJAYA_KHATARI]

@@civilworld sir please give me a page no. Sir code is very vast

[@Constructionworld8083]

Aap jo rakhe hai o book hai ya steel table book

[@civilworld]

Yes

[@rohitdepeangrohitdepeang3385]

How do you get the value of Le

[@civilworld]

Distance from bolt to bolt is 50mm that is pitch distance code specified total 4 spans are there so 4x50

[@adityaverma2797]

sir how you made the diagram if its nit given in question

[@civilworld]

its a practical subject…you have to practice more examples so that you will also easily do

[@ROKEY66]

Sir Anc me se bolt ka diameter bhi to minus hoga

[@civilworld]

English

[@KAAO-zc8tc]

Sir in this problem for calculating'bs' value we take' wi' value is 50 that is connected distance but in double angle section for calculating 'bs'value we take 'wi'as edge distance y sir can u clear my doubt

[@civilworld]

Please refer figure 6 in page number 33 in IS800:2007

[@loster8106]

What is the full form of ISA

[@civilworld]

Indian standard Angle section

[@Venu-nm4ll]

Hiw you got LC=200?

[@civilworld]

4x50=200 4 means 4 spans and each span is 50 mm nothing but pitch distance between bolts. Please refer code book thoroughly

[@Venu-nm4ll]

​@@civilworldOne boult is removed for end distance am I correct

[@08-durga40]

Sir Lc value?

[@civilworld]

Bolt centre to centre 4x50=200 number of spans is 4 each span distance is 50

[@JonathanMiehlo]

Thank you,sir✨🙏

[@civilworld]

You're welcome and thanks for your subscription

[@civilworld]

When 90mm leg is connected to gusset, the strength of the plate is 196.364 kN

[@civilworld]

Pitch distance is 50 so there 4 pitch distances are there that is bolt to bolt distance so 4x50 is the Lc value.

[@CVBEAAhmadAZEEM]

thank u so much sir

[@civilworld]

You’re welcome

[@nathanieluyyala1175]

Sir will u please explain the same problem connected by fillet weld...... instead of bolts.....

[@civilworld]

There is tiny difference in connections only. everything remains same.

[@c.hanpien5885]

Gross area of outstanding leg Ago=(90-6/2)*6=522

[@civilworld]

Outstanding leg means which is not connected to the angle

[@120_swamiyadav4]

Here In advance design we have to use bita in Tdn n in something we dont have to use bita...im confuse when to use bita in tdn...help plz

[@civilworld]

It is not about advanced design. We use bita in Tdn when calculating angle section,Page no:33 clause no:6.3.3 in IS 800:2007 When we are calculating plates there is no bita for Tdn formula which is specified in page no 32 IS 800:2007

[@civilworld]

Buddyyy It is not about advanced design. We use bita in Tdn when calculating angle section,Page no:33 clause no:6.3.3 in IS 800:2007 When we are calculating plates there is no bita for Tdn formula which is specified in page no 32 IS 800:2007

[@civilworld]

Buddyyy There two Tdn formulas one is for angle section and another one is for plates. In angle section we consider bita. In plates Tdn formula there is no bita which is specified in page no 32 IS 800:2007

[@120_swamiyadav4]

@@civilworld but sir here even while calcutibg tie member n angle section bita is not used n in some it is used. Msbte ADS textbook . Plz help to clear it out n plz give link of those clauss n IS 800 2007

[@civilworld]

Buddyyy please share the formula your using in that textbook and I will explain

[@Gowshalya-xx4mb]

Thank you so much 😊😊😊😊

[@civilworld]

All the best 👍👍👍

[@snehalgamit3421]

Anc Mai Dia of bold is reduced check

[@tarunmahi1071tarunmahi]

What is the value of Lc?

[@civilworld]

Total 5 bolts are there, so centre to centre bolt distance which is called as pitch distance is 50 mm. In 5 bolts 4 spans are there. So Lc value 4x50

[@gokuls2559]

why you havent subtract the bolt hole diameter in Anc

[@civilworld]

It’s connected leg

[@CTXXXX]

I was going to comment that..I just saw the same problem in ither channels n they subtracted the bolt hole

[@swapnanildas6885]

Exactly here he did it wrong. The bolt dia should also have been deducted since it is the net area

[@JerrinaGracelyn]

You didn't explain how you got the value of Lc

[@civilworld]

Minimum pitch distance is 50mm pitch distance means bolt centre to centre distance. total there are 5 bolts so, 4 bolt to bolt spans are there so 4x50. So Lc=200mm. Please refer the diagram. And in IS 800:2007 code minimum spacing for bolt to bolt is not less than 2.5 times the diameter of the bolt. So our diameter of the bolt is 20mm so 2.5x20 is 50mm that’s I took bolt to bolt distance is 50mm. Please refer page no 73 and clause number 10.2.2 for minimum spacing.

[@user-rv2tn9qx2b]

@@civilworld sir the diameter of the bolt is 16mm How did you take 20

[@civilworld]

@@user-rv2tn9qx2b I took 18mm not 20mm

[@SANJAYA_KHATARI]

Why sir you took 18 mm​@@civilworld

[@civilworld]

@@SANJAYA_KHATARI In IS 800:2007 code page number 73 Table no 19. Code specifying that we have to add 2mm for the bolt diameter. I mentioned clearly in the video. Please refer IS Code 800:2007 thoroughly

[@subhrasmitamajumder7241]

Net area of the connected leg (90-18-6/2)* 6 = Just did what the book has...but you should put your brain at least.. 😁

[@civilworld]

sure thanks for the correction next time i will

[@civilworld]

sure next time i will