what book did you get the examples from

plz giveme reference book assume an 8" one-way slab continuous over 4 total supports. The Clear span between supports is ln = 16'-0". Use f. = 3000 psi and fy = 60,000 psi. Assume d = 6" to the main reinforcing a.Determine the moment and shear values using the ACI coefficients. Draw each diagram assuming a knife-edge support (i.e., ignore the width of the supporting beams). b.Determine the required flexural reinforcing (bar size and spacing) in the slab at the first interior support

can you help me what's problem reference book5-17 For the Wall detail shown below: a. Determine the lap splice length. b. Determine the development length in com- pression and tension for the hooked bars, is the footing depth adequate? c. Determine if the footing width "W" is ade- quate for the development of the footing bars in tension. 2" clr. As (req'd): Footing: 1.0 in./ft? Wall: 0.47 in./ft? #5@8" (vert.& dowels) Lap splice #9@14" W =5'-6" 22 cir. 1-3 --Hook dev. length PROBLEM 5-17

How do you get 189 mm2/m as Area of steel required for outer support when the moment equals zero. could you pleas explain.

The video is not clear sir

جزاك الله كل خير

You are the best. My lecturer literally watched your videos, came and tried to teach us and still failed to make sense. After watching these i understand everything. Be blessed sir.

អរគុណ❤

Do you have a video on designing beam b2

Why don't we use factors for loadings? Or the loads are already factored?

جزاك الله خير هو حضرتك بتدرس في جامعه ايه

Does anyone have the transcript?

Does anyone have the transcript?

Is there a transcript from this video? many thanks.

Please what happened to the negative moments? Because its like you ignored the negative and made them positive them when solving

When looking at Member CD how come both moments at meber C didnt cancel eachother out

which code are u using and pls for references

Thank You Doc. You videos are sensational.

pls can i have references

pls sir can i get some of ur references

Thanks I learnt from you.

Hi Dr the file link has expired, can we get a new link

Thanks!!

Thanks!!

Can you do a video about strip method for slabs?

mr elgaml the spreadsheets that you shared are not working could you please help me with it

Hello Dr how can we get this sheet, it will be very useful to us Thanks

well explained

What kind of software can calculate?

Gr8 teacher

Thank so much Dr. Sherif, Eng. Mustafa from Sudan.

Dr. Can you made lectures of steel design use BS 5400

Interesting tutorial, thanks for sharing. BTW, if you struggle with designing a steel base plate with anchors in a fully reinforced concrete footing, I recently noticed that IDEA StatiCa can already design both parts. And it includes the actual behavior of the anchors in the concrete pad, including all possible failures such as prying, shear failures, or pull-out. kzbin.info/www/bejne/oXPTeYGIiaaFqbs

جزاج الله خير

Thank you.Dr

حفظك الله دكتور و بارك الله فيك

Dr. El-Gamal, I am interested in your work and using your spreadsheet. However the document has been modified and it is not available now. Could you re-share the correct link? Thank you

Nightmare. Used to have to study for this shit. Now I’m done with studying and became a project manager and never have to deal with these technical shit again.

hello and greetings dear Dr. thank you so much for your videos, and please keep going to make more videos and helping young engineers, the google drive link which you uploaded is not available anymore, please re uplode it.

Why we dont check deflection in example

the best tutorials on line. is there a book available writen by Dr Sharief?

Very good explanation. Thank you.

Thanks teacher

why do we divide a^2 (b) by 2 in the elastic moment ?

Reinforced concrete simplified....thanks doc!

Thanks 🙏

شرح جميل ومفيد ..شكرا لك يا دكتور

Very elaborate. God bless you

Hello Dr Can I design a simply supported RCC beam of 13m span

Great info. shared!