5 Biggest Mistakes in Beam - Big Mistakes in Steel Construction of Beam

[@sampangibalakrishna5276]

1. Do not provide crank bar 2. The stirrups spacing should be maximum at supports 3. The angle. Of hook not designed for 135degrees 4.there is no designed for development length according to 0.87*fy*dia/4toeb*d 5.the Bending wires not tiet properly..... Thank you sir 😍

[@bubblespark4265]

stirups minimum space at supports ..l/4 length..centre space more

[@AA-om4vb]

Amazing work

[@cliffriifiu1586]

Great lecturing, thank you.

[@JavedKhan-ny3pm]

Can you show an example of 135 deg stirrup bars as most people are using 90 deg. ?

[@romanditobongalus7202]

Alayqumisalam. Watching from Philippines.

[@99kevin99]

Great video of the REAL WORLD...thank you!

[@yxhankun]

Would u mind turn on the CC so that words are on the screen be recorded as still picture and we can capture the main mistakes in this lecture without retyping? Please and TIA.

[@mohammadtalhashah3260]

Dear, crank bar is not provided for shear resistance, but it is provided to encounter negative moment at the support or any position it needed. Secondly in SMRF design code recommends the spacing btw stirrup at the support should be less than 4in. And at the last, according to the code i never see 135 bending in stirrup of the beam. Thank you.

[@taffythegreat1986]

When you point out these mistakes, do they rectify them, or do they carry on and pour the concrete ? Nice to ‘now video as I’m in the middle of constructing my own house. 👍👍👍

[@nigelunruly3543]

I would like someone to answer the question

[@tapasbhunia8895]

Sir make a video for design of cantilever beam and reinforcement details and SF, BF

[@user-fi2tx4fv2s]

what is the minimum and maximum space of stirrups? in L/4 and in the middle ?

[@rolando3853]

You need hooks spliced to beam steel thus tying in beam to columb.

[@radhikat6496]

Good

[@Faizkakar2233]

Yar hum ny gar Ka tamerr Kia Abi beAm kase deay chath Abi tak nhi banaaya hin

[@sathishkaruppiah8788]

Thank you for the information brother.....do more videos bro

[@hendrabangsawan875]

Waalaikum salam....god !! Salam from indonesia..

[@vikrantparihar5962]

Please make a video on how to check beam shutting line level & plumb bob

[@MohamedJamir-pl8nw]

Crank not mostly given instead extra bars are given in L/4 at top reinforcement to counter shear at junctions

[@amacdavidz]

its very clear. thanks for the info

[@jongmagoncia1735]

That problem should have been prevented if there was an active site/resident engineer on that construction.

[@SONUKUMAR-uo4di]

Sir Why captions is not available

[@sampangibalakrishna5276]

Sir why we are provided max steel reinforcement bare in bottom of simply supported beam

[@vijaynarayan1936]

Greetings Sirji, Does the undersize steel and all the mistakes get certified by the building inspector before pouring concrete?

[@sripalsri]

Good information bro thq alot 🤜🤛❤

[@CivilEngineerss]

Welcome 🙏

[@gurmailchanddhiman4062]

Nice 👍👍👍👍👍 information sir

[@ahmadmustafa3937]

developing lenth kisay banaty hae?

[@aglbakers]

Hello, I have some cracks that have developed. May I send you a video?

[@selvamv4680]

Column striupps is also not there inside the depth of beam junctions...

[@ramonplee]

Good commentary. Ur right.

[@alongzorlymzorlym4032]

Sir evn they did nt put the crank bar in beam why??

[@paonamdineshmangang6179]

Sir can you please give some idea of 17.5 feet beam

[@manjunathkk9425]

Suuuoper Tq u

[@shahidghafoor3541]

yaar waisay samaj zara be nae aaye. aap asan language use kerain instead of technical terms. ta kay aik normal person be samaj jae. or saath main solution be be bataen, assan basha mai.

[@ayoubenaciri]

Thank you Sir 🙏🙏

[@epindarkharkongor7127]

Sir Please .show the drawing of crank bar

[@DesignReady.]

This is Ileagal .... Report this construction

[@MasterCivilEngineering]

True

[@Abu-Dhabi786]

Good Job

[@aus2tigran]

top bars transfer load to bottom bars?? that's not how beams work...

[@MasterCivilEngineering]

Yes dear

[@aus2tigran]

@@MasterCivilEngineering top bars are mainly there to hold up the stirrups, or for negative moment, or to reduce the neutral axis depth. The bottom bars resist the tensile stresses from bending action

[@MasterCivilEngineering]

Stirrups are used for shear while top bars are used for negative moment at supports

[@royangraham5695]

noted ‼️💯

[@Canada4Israel]

Okay

[@johnbrando2666]

Not ok amigo

[@ramonplee]

The problem there is that the engr who signed the design did not see it but he makes guarantee for the building.

[@DesignReady.]

This building will collapse

[@bulbulebaagemadina]

Walaikum assalam bhai

[@williamsgiancarloyenquecar189]

el gancho de los estribos no es correcto

[@MasterCivilEngineering]

Video solutions of civil engineering questions here

[@epindarkharkongor7127]

Thank you sir do more vedio

[@ramzysaikadatu7350]

The hook. That’s one of the mistake

[@MasterCivilEngineering]

Right bro

[@rickyguade3304]

Okay okay okay okay

[@noslen6077]

You know why it's all mistake? Ba cause some already it budgets is in the pocket of the foreman

[@sathishkaruppiah8788]

All of them are mistakes.....

[@MasterCivilEngineering]

Beam is full of mistakes bro

[@viosog9661]

Etrierii nu sunt corecti , nu ai etrieri in noduri ,ciocuri la barele de la grinzi