Hello bro... Assalamualaikum... I just wanted to ask that from the 200 technical terms , after watching part 12 then the rest of the videos , I couldn’t find. May I know why...?
Assalam alaikum brother I want to know the boundary wall column in-between column 12feet 6inch but the column size is 2x2 feet what is the depth and width of the simply supported beam
Take the first step by removing the load on the cantilever beam. Then proceed to the repair phase by supporting the diagonally cracked beam with cross bracing.
I not not civil background. Since two years i have been searching google what is bending stress and what it shear stress. But i could not understand. His video is so easy. That i understood within 1 minute.
Very good dear your videos are useful plz deeply explain every point which is accure in your lesson .
(Thanks)
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May Allah bless you more
assalam alaykum thanks very much very nice explanation jazzak'ALLAH khairan👍👍👍👍
Hello bro...
Assalamualaikum...
I just wanted to ask that from the 200 technical terms , after watching part 12 then the rest of the videos , I couldn’t find. May I know why...?
If the jogling is needed what is the provisions for rebaring
Good video
Assalam alaikum brother I want to know the boundary wall column in-between column 12feet 6inch but the column size is 2x2 feet what is the depth and width of the simply supported beam
When one have a shear stress(crack ) on already constructed cantilever beam closed to the support. What's the solution Sir?
Take the first step by removing the load on the cantilever beam. Then proceed to the repair phase by supporting the diagonally cracked beam with cross bracing.
sir may i ask,where will we start measuring the dimension d/2,is it in the clear span of the beam or is it in the center to center span of column?
Hello,I do have a problem with my house in the beam,there are cracks in beam...
How many rood to install in beam
Roof beam crack how to. Fix it sir
To avoid shear failure usually we provide extra rod at top. But in your lecture you indicated to provide extra rod at bottom. Which is correct?
At the end section we provide top extra reinforcement
And at the bottom we can provide extra bar at the mid.
For cantilever, top extra is must bottom also for safety
thank you sir
First and last .if allrady happened what is the solution ?
Good video but Last part is not shown completely in this video
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I not not civil background. Since two years i have been searching google what is bending stress and what it shear stress. But i could not understand. His video is so easy. That i understood within 1 minute.
यदि हो गया तो क्या kre
Could not understand.
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