Pinnacle Engineering and Consultancy

Pinnacle Engineering and Consultancy We are providing the following services,
-Structure Design
-Project Management
-Industrial Placement

IS 1893 Draft 2023.This wall is as seen today at a historic location Kolhapur in Maharashtra. The historical information...
17/07/2023

IS 1893 Draft 2023.

This wall is as seen today at a historic location Kolhapur in Maharashtra. The historical information mentioned that, it was constructed in the 12th century. If the wall had experienced any strong seismic motions, this open joint structure would not have stood like as seen today. It confirms that in the last 900 years that location was free of moderate/ high seismic activities.

It's not just some mathematical recurrence assumptions based on some scanty data, that are to be relied blindly, but observing the natural laws in nature is equally important.

The intact stone piles of weathered rocks as seen in the vicinity of Hyderabad, clearly confirm that for thousands and thousands of years there was no seismic activity. Are we not unnecessarily designing for higher seismic forces and restricting configurations in low seismic zones like Hyderabad? ( Please see pics attached in the comments.)

It is otherwise also possible. Aurangabad in Maharashtra, nowhere such stone piles of rock mass is observed which means there was seismic activity in the last few thousands years. But the code considered the seismicity of Aurangabad equal to that of Hyderabad.

Feel concerned about unnecessary penalties going to be imposed on structures in the low seismicity areas for non existent probability.






Major revisions are suggested in Draft Seismic Standards (IS 1893) of India. Here is the capture of design seismic coeff...
16/05/2023

Major revisions are suggested in Draft Seismic Standards (IS 1893) of India. Here is the capture of design seismic coefficients / forces for RCC residential building (SMRF) for reference and further deliberations.

If this draft standard is finally released in it’s original format, the stakeholders will incur substantial increase in the building cost at added safety!!!

The designers and developers must understand overall impact.






All structural engineers and earthquake engineering professionals! The Indian Standard Criteria for Earthquake Resistant...
08/05/2023

All structural engineers and earthquake engineering professionals! The Indian Standard Criteria for Earthquake Resistant Design of Structures, IS-1893 Part-1, is currently undergoing major amendments in its commentary phase. It's crucial that understanding of the new provisions and clauses, which will soon come into practice.

Some significant changes:

1. Zone-VI has been introduced with increased zone factor values for existing zones.

2. Stiffness modifiers for concrete buildings have been made the same for service and design (strength) models.

3. Limits on lateral story drift have been updated based on the earthquake zone in which the building is located.

The total code has been split into two parts, and all zone factors have been revised. Zone II is now 0.15 with a return period of about 2475 years, and probabilistic analysis is also introduced. The seismic zones are now divided into five (II-VI), and storey drift limits have also been updated for each seismic zone.

It's important to note that this is a draft version, and added commentary and details are available for download. Please click on the link provided for more information on both parts of IS1893.




Fixed beam at plinth levelManual calculation vs software calculationStructural engineerPINNACLE ENGINEERING & CONSULTANC...
29/03/2023

Fixed beam at plinth level
Manual calculation vs software calculation
Structural engineer
PINNACLE ENGINEERING & CONSULTANCY
Contact no - 8460562356, 6356052740


Real happiness is when our student starts their consultancy. student from our April 2021 batch started his Structure con...
29/09/2022

Real happiness is when our student starts their consultancy.

student from our April 2021 batch started his Structure consultancy.
For Planning or Structure design, you can contact him at .
Great doing keep it us Akil.

Pinnacle helped him in every aspect from teaching structure design, planning, 3d modelling and project management to starting a consultancy.

Thank you, sir and sir.

16/02/2022

🔹Learn the practical application of structure today, with the Pinnacle!               And shift your career to   🔺
14/02/2022

🔹Learn the practical application of structure today, with the Pinnacle! And shift your career to 🔺

Join us today!
13/02/2022

Join us today!

29/01/2022

Happy to share with you that one of the students Mr Abhishek Tamboli start working on our live project 2 (school building)
and he did fabulous work.
*Work done*
1. column placement
2. centerline for modelling
3. ETABS model
4. frame load assigning
5. Slab modelling
6. Reaction for Foundation Design
7. Foundation Design using SAFE 2016.
We will upload the Next work soon
we will appreciate the hard work.
DM us for more detail & to join our structural live internship









09/01/2022

Happy to share with you that one of the students Mr Abhishek Tamboli start working on our live project.
and he did fabulous work.
Work done.
1. column placement
2. centerline for modelling
3. ETABS model
4. frame load assigning
5. Slab modelling
We will upload the Next work soon
we will appreciate the hard work.
DM us for more detail & to join our structural live internship









IN PLANE & OUT OF PLANE FORCES.In simple words, a load acting perpendicular to the wall, eg wind load applied on the wal...
30/12/2021

IN PLANE & OUT OF PLANE FORCES.
In simple words, a load acting perpendicular to the wall, eg wind load applied on the wall, perpendicular to wall surface is an out of plane loading. Similarly, self weight of the roof supported on the side walls is the perfect example of in plane loading, along the axis of wall. Out of plane is out of axis of the wall.









22/12/2021

ATHARVA DESHPANDE Testimonials 25 PINNACLEIIT on ETABS AUGUST INTERNSHIP 2021 STUDENT NAME: ATHARVA DESHPANDE
RATING:- 10/10





















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