Civil Engineering Capsule - Steel Design SSC JE 2024 | SSC JE 2024 Civil Engineering By Shubham Sir

[@ROHITKUMAR-wi6mu]

Wrong Calcultion duration 53:06
Steel tube given
Area of tube = circumference on which load act = π × d × t
Maximum load = 0.6 × 300 × π ×20 ×2 = 22.5 Kn

[@MR.shivamgaharwar]

HW:- Unwins formula
6.04√ t, t is mm
1.91√t, t is cm

[@indrajeetshah4196]

Ssb def = 2* CB

[@mr.prafull558]

6.05√t. ...in MM. But in case value in Cm than take as use 1.91√t....🤩

[@sanketd646]

Sir you are the GOD of teaching. Healthy life wishes for your

[@radheshyam-ed5tl]

Unwins formula is determine by dia of rivet and bolts
unwins formula=0.6√t
Unit is mm
t= thickness of plate

[@ramakanttiwari1890]

Thank you sir for teaching

[@minakshimohitkaushik505]

Thanks sir ji 🙏🙏🙏

[@AmitKumar-nu9nb]

thank u sir❣❣❣❣

[@Jai_hind_________dhdj]

Great teaching ❤

[@kajalsaini6755]

Sir 👐👐😍

[@biswajitsahoo1950]

Unit of unwins formula - mm

[@ArmanAli-tu4sj]

Sir agla Subject Soil ka Start kariye plz 🙏🙏🙏

[@Amitkr0808]

16:51 in LSM Maxm. Perm. Shear stress=( fu/√3×1.25) hogana ki 1.1 ?

[@gorakhpur_sky]

Sir aap bhut achha padhate hai

[@m.sharma6315]

Amazing sir❤

[@minakshimohitkaushik505]

Total length - 2× weld size

[@nivasdas4769]

Steel based on limit state method

[@makeupwithdeepali5144]

Option 1
Very nyc session

[@minakshimohitkaushik505]

173.21 N per mm square

[@rimjhimkumaricivil7634]

Best srease... Sir

[@minakshimohitkaushik505]

Clear

[@sp6614]

Question is missing on pdf

[@SikandarKumar-lo4ld]

Shear and bearing

[@umashankarkumar472]

Kl ka session🎉🎉🎉🎉 jhakaas jbrdsst tha sir 🙏🙏gzzab mjka aa gya bs aaise hi ek din rcc ka capsule bhi ho jye to shi rhega aur aap hmare Sare student ke liye precious hain bss aaise hi aap me guide krte rhein ☺☺☺🙏🏿🙏🏿🙏🏿😍🥰🥰🥰 ........... And homework ka ans unit of unwins formulla----mm and 6.04√ t min 1.91√t min thnku sir thnks a lot ☺☺☺☺☺☺☺

[@thechoiceelevation9379]

Answer : Milimeter

[@janem5317]

Answer.. millimeter

[@ayushi46502]

Nice session Thankyou sir
HW - A (mm)

[@Saurabh-h9u]

❤❤❤

[@minakshimohitkaushik505]

1.215 KN per m square

[@minakshimohitkaushik505]

2.5 × dia of the bolt

[@minakshimohitkaushik505]

Agle between fusion faces

[@amankumar433]

by 11:03 11:07 11:08 11:10 11:11 11:11

[@amankumar433]

11:22

[@amankumar433]

Both

[@amankumar433]

1.67

[@minakshimohitkaushik505]

Gusset plate

[@minakshimohitkaushik505]

Diameter of 16 mm

[@minakshimohitkaushik505]

77.11 KN

[@minakshimohitkaushik505]

1.5 KN per m square

[@minakshimohitkaushik505]

Transverse shear

[@minakshimohitkaushik505]

Box type section

[@Saurabh-h9u]

❤❤❤

[@minakshimohitkaushik505]

Slenderness ratio

[@nehasinha5521]

Ans a

[@ashishverma1926]

Millimetres

[@minakshimohitkaushik505]

0.875 A

[@minakshimohitkaushik505]

2825 mm square

[@dilipohdar7328]

👍

[@minakshimohitkaushik505]

33 mm

[@minakshimohitkaushik505]

1200 mm

[@minakshimohitkaushik505]

20 KN

[@minakshimohitkaushik505]

10%

[@minakshimohitkaushik505]

800 KN

[@minakshimohitkaushik505]

2 mm

[@minakshimohitkaushik505]

3.6 m

[@minakshimohitkaushik505]

1.25

[@ukgupta90794]

d&t in mm

[@minakshimohitkaushik505]

180 t

[@minakshimohitkaushik505]

180,400,250

[@indrajeetshah4196]

2 times

[@minakshimohitkaushik505]

Zig zag

[@laxmiagrahari8661]

Milemeter

[@minakshimohitkaushik505]

mm

[@minakshimohitkaushik505]

2 Times

[@minakshimohitkaushik505]

1st is false and 2nd is true

[@TargetSSCJE-]

Sir please Hindi Language me please

[@minakshimohitkaushik505]

9000 N m

[@Jai_hind_________dhdj]

Mm

[@minakshimohitkaushik505]

Punching failure

[@gitanjalikendre7719]

Shear and bearing

[@minakshimohitkaushik505]

2805 mm square

[@minakshimohitkaushik505]

10%

[@minakshimohitkaushik505]

3 mm

[@minakshimohitkaushik505]

12 mm

[@civilengineeringknowledge3803]

mm