Problem 4 Design Tensile Strength of Angle Section | Design of Tension Members

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In this video, I have solved Problem on Design Tensile Strength of Angle Section, Design Strength Due to Yielding of Gross Section, Design Strength Due to Rupture of Critical Section, Design Strength Due to Block Shear,

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Passed the exam with ur video bro. U are our saviour

yugeshmaitreyan
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best playlist of steel structure i found on youtube. Amazing explaination and made concepts crystal clear

worthytech
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Sir your explanation is just life saviour 🙌🏻

tulsipradhan
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Really very very helpful lecture for every civil engg student

satyamkumarchaudharycivil-
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small tip if steel tables are allowed in exam find ag from it ....time saving

kavyaaredula
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Thankyou so much for these wonderful videos.😀

nikkarttips
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Thank you so much your video is excellent 🎉🎉

pravindpaikrao
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Samjhate to accha hi but bate bohot karte hu sir. Big fan sir. Ur vdo help me for the sem extensively 🙏

sagardattace
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Bhai feel a gya kya pdhaya hai apne mindblowing

VikasSingh-cmhn
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Y dont u take.5 bolts hole dia in anc of rupture

qtrvip
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A single angle 100×100×8mm connected to a gusset plate at the ends with 20 mm diameter bolts with the connection length of 200mm to transfer tension, Determine the tensile capacity of
The joint,

vishallamani
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It would be helpful if u can share the note in ur video.

flameon
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Sir... Agar gauge distance nahi diya hai to kaise nikale ge

do_youknow
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Rupture strength Preliminary sizing ka formula kyu use nahi liya?
Reason batao sirji
Subscribe kar dunga

sg.......
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Sir how to critical section so the include bolt in question

ankithood
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Sir in Yielding strength the Ag formula is taken from which clause of IS?

tonytapi
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Gross area can also be checked in the steel table.

prithaspalette
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Shegar sir please put a video on mdm of sway frame .

jatinsawant
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sir please solve a problem on lug angle and channel section 🙏🙏🙏

lovehater
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I love you sir Zoom kee baad joo hai app hii hai

SHAILENDRASINGH-nezq