Design of Isolated footing (Eccentric) Manually | Excel Sheet | IS 456 | Municipal Structure report

Parash Joshi - Civil Construction and Tutor

Подписаться 30 тыс.

Просмотров 9 тыс.

50% 1

In this video, I will show you how to design an eccentric isolated footing manually using an excel sheet considering IS code.
Do like and subscribe to us.
Hi everyone,
This week will be the last time I will share my design sheets online. If you want to buy it, click the link below and request access. You will get an email regarding the payment process.
Only paid requests will be accessed.
Excel sheet link: drive.google.c...
Design of G+3 building using NBC 105: • Design & Analysis of G...
Design of all types of footing: • Design of Footing in S...
Instagram: / civil_const
LinkedIn: / parash-joshi-464a6b1a4
Facebook : / civilconst

Опубликовано:

11 сен 2024

Ссылка:

Скачать:

Готовим ссылку...

Добавить в:

Мой плейлист

Посмотреть позже

Комментарии : 11

@Er.Rahulkuvalekar Год назад

Hello sir I am your big fan i regularly watch your vid plszz make vid on staad pro like warehouse design, pipe rack design , admin building, workshop, compressor house etc .. plszz make vid on this topic

@cbdawn7 Год назад

While calculating moment why there is difference by Manual calculation and through excel sheet . In excel sheet ur talking average of stress … in manual calculation u calculate stress due to moment while neglecting stress due to another axial moment .

@rajanv.m.8136 Год назад

Dear sir, Is the design of eccentric footing is for corner column or side column.

@johnneil1313 Год назад

My comments on how you get your bemding moment, your pressure is not linear so you can create a diagram like for example shear and moment diagran then from there you can calculate for the moment at the face of the column. Also in you 3 columns in mat footing your moment there is wL^2/8 where we know it is not because it cant be a simply supported. We should not also averaging the stress.

@kannikagowda2905 Год назад

From etabs we will get ultimate load but here u have taken it to be service load why and how

@rajanv.m.8136 Год назад

The footing is useful for small loaf. Ok. In your case the load consider is 13 KN. Why so much less load is consider.Also you simply the case by neglecting moment Mx and Mz.

@civilconst Год назад

That’s what I am saying. Such footings shall be avoided unless the load is very small and moments are negligible such that it doesn’t alter the bearing pressure.