Analysis and Design of Intz Water Tank by Using Staad Proijtsrd
The Intze principle is a name given to two engineering principles both named after the hydraulic engineer Otto Intze. In the one case the Intze principle relates to a type of water tower, in the other a type dam. Circular tanks with flat bottom as well as with domical bottom In the flat bottom the thickness and reinforcement is found to be heavy. In the domed bottom though the thickness and reinforcement in the dome is normal, the reinforcement in the ring beam is excessive. Therefore in the cases of large diameter tanks and economical alternative would be to reduce its diameter at its bottom by conical dome. Such a tank is known as Intze tank and is very commonly used. The main advantage of Intze tank is that the inward radial thrust of the conical bottom balances the outward radial thrust of the spherical bottom. Roshan Kumar Pakhale | Dr. Rajeev Singh Parihar | Dr. Abhay Kumar Jha "Analysis & Design of Intz Water Tank by Using Staad Pro" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-3 , April 2022, URL: https://www.ijtsrd.com/papers/ijtsrd49569.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/49569/analysis-and-design-of-intz-water-tank-by-using-staad-pro/roshan-kumar-pakhale
Analysis and Design of Intz Water Tank by Using Staad Proijtsrd
The Intze principle is a name given to two engineering principles both named after the hydraulic engineer Otto Intze. In the one case the Intze principle relates to a type of water tower, in the other a type dam. Circular tanks with flat bottom as well as with domical bottom In the flat bottom the thickness and reinforcement is found to be heavy. In the domed bottom though the thickness and reinforcement in the dome is normal, the reinforcement in the ring beam is excessive. Therefore in the cases of large diameter tanks and economical alternative would be to reduce its diameter at its bottom by conical dome. Such a tank is known as Intze tank and is very commonly used. The main advantage of Intze tank is that the inward radial thrust of the conical bottom balances the outward radial thrust of the spherical bottom. Roshan Kumar Pakhale | Dr. Rajeev Singh Parihar | Dr. Abhay Kumar Jha "Analysis & Design of Intz Water Tank by Using Staad Pro" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-3 , April 2022, URL: https://www.ijtsrd.com/papers/ijtsrd49569.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/49569/analysis-and-design-of-intz-water-tank-by-using-staad-pro/roshan-kumar-pakhale
it is the method which used for to check the concrete stability and to check the strength by without damage and partially damage to the concrete.
it has no. of advantages and method use in it.
it is the advance technology in concrete.
Analysis and Design of Elevated Intez Water Tank based on Normal Frame Stagin...Venkataraju Badanapuri
Water is as important commodity as food and air for the existence of life. All plants and animals must have water to survive. If
there was no water there would be no life on earth. As water is very precious and due to the scarcity of drinking water in day-to-day life one
has to take care of every drop. Anelevated Intez water tank is used to store water for fire protection and potable drinking water within a
designated area or community over the daily requirement. Elevated Intez tanks allow the natural force of gravity to produce consistent water
pressure throughout the system. Elevated Intez water tanks are one of the most important structures in earthquake high regions. In major
cities and also in rural areas elevated or overhead water tanks forms an integral part of water supply scheme.
Concrete filled steel tubes subjected to axial compressioneSAT Journals
Abstract Concrete-filled steel tubular columns have excellent earth-quake resistant properties such as high strength and ductility and large energy absorption capacity. For concrete-filled steel tubes (CFST), local buckling commonly observed in bare steel columns is effectively prevented, giving a higher capacity. However if the concrete core and the steel tube are loaded simultaneously the steel tube expands more than the concrete core under moderate loads since Poisson’s ratio is higher for the steel section. The objective of this paper is To evaluate the accuracy of codal design approach by comparing experimental results with the analytical results obtained using EC4, ACI-318 and AISC-LRFD, for prediction of load carrying capacity of CFST columns under axial compression. Based on this the experimental programme is conducted on concrete filled steel tubes of length 300mm, thickness 1 to 3mm for circular, square and rectangular cross section with three different grades of concrete.200 T capacity Compression testing machine is used for experimental investigation.. The experimental results are compared with analytical results obtained by stated code of practices. From this it is concluded that EC4 gives conservative results. From which it is observed that EC4 gives conservative results with experimental results and it is concluded that EC4 provisions may be used for further analytical study to develop an expression to predict the section capacity CFST columns. As the grade of concrete increases the load carrying capacity is also increases. This paper presents the details of study carried out and the conclusions arrived. Keywords: CFST, high strength, local buckling, analytical, ACI-318, EC4, AISC-LRFD.
Following are some suggestions for future research. As GFRSCC technology is now being adopted in many ountries throughout the world, in the absence of suitable standardized test methods it is necessary to examine the existing test methods and identify or, when necessary, develop test methods suitable for acceptance as international Standards. Such test methods have to be capable of a rapid and reliable assessment of key
properties of fresh SCC on a construction site. At the same time, the testing equipment should be reliable, easily portable and inexpensive. The test procedure should be carried
out by a single operator and the test results have to be interpreted with a minimum of
training. Also, the results have to define and specify different GFRSCC mixes. One
primary application of these test methods would be in verification of compliance on sites
and in concrete production plants, if self- compacting concrete could be manufactured in
large quantities..
Monitoring of concrete structures by electro mechanical impedance technique IEI GSC
By Dr. S.N.Khante Associate Professor & Bhagyashri Sangai
at 31st National Convention of Civil Engineers
organised by
Gujarat State Center, The Institution of Engineers (India) at Ahmedabad
Strengthening structures via external bonding of advanced fibre reinforced polymer (FRP)
composite is becoming very popular worldwide during the past decade because it provides a more
economical and technically superior alternative to the traditional techniques in many situations as it
offers high strength, low weight, corrosion resistance, high fatigue resistance, easy and rapid
installation and minimal change in structural geometry. Although many in-situ RC beams are
continuous in construction, there has been very limited research work in the area of FRP
strengthening of continuous beams. In the present study an experimental investigation is
carried out to study the behavior of continuous RC beams under static loading. The beams are
strengthened with externally bonded glass fibre reinforced polymer (GFRP) sheets. Different scheme
of strengthening have been employed. The program consists of fourteen continuous (two-span) beams
with overall dimensions equal to (150×200×2300) mm. The beams are grouped into two series
labeled S1 and S2 and each series have different percentage of steel reinforcement. One beam from
each series (S1 and S2) was not strengthened and was considered as a control beam, whereas all
other beams from both the series were strengthened in various patterns with externally bonded GFRP
sheets. The present study examines the responses of RC continuous beams, in terms of failure modes,
enhancement of load capacity and load deflection analysis. The results indicate that the flexural
strength of RC beams can be significantly increased by gluing GFRP sheets to the tension face. In
addition, the epoxy bonded sheets improved the cracking behaviour of the beams by delaying the
formation of visible cracks and reducing crack widths at higher load levels. The experimental results
were validated by using finite element method
it is the method which used for to check the concrete stability and to check the strength by without damage and partially damage to the concrete.
it has no. of advantages and method use in it.
it is the advance technology in concrete.
Analysis and Design of Elevated Intez Water Tank based on Normal Frame Stagin...Venkataraju Badanapuri
Water is as important commodity as food and air for the existence of life. All plants and animals must have water to survive. If
there was no water there would be no life on earth. As water is very precious and due to the scarcity of drinking water in day-to-day life one
has to take care of every drop. Anelevated Intez water tank is used to store water for fire protection and potable drinking water within a
designated area or community over the daily requirement. Elevated Intez tanks allow the natural force of gravity to produce consistent water
pressure throughout the system. Elevated Intez water tanks are one of the most important structures in earthquake high regions. In major
cities and also in rural areas elevated or overhead water tanks forms an integral part of water supply scheme.
Concrete filled steel tubes subjected to axial compressioneSAT Journals
Abstract Concrete-filled steel tubular columns have excellent earth-quake resistant properties such as high strength and ductility and large energy absorption capacity. For concrete-filled steel tubes (CFST), local buckling commonly observed in bare steel columns is effectively prevented, giving a higher capacity. However if the concrete core and the steel tube are loaded simultaneously the steel tube expands more than the concrete core under moderate loads since Poisson’s ratio is higher for the steel section. The objective of this paper is To evaluate the accuracy of codal design approach by comparing experimental results with the analytical results obtained using EC4, ACI-318 and AISC-LRFD, for prediction of load carrying capacity of CFST columns under axial compression. Based on this the experimental programme is conducted on concrete filled steel tubes of length 300mm, thickness 1 to 3mm for circular, square and rectangular cross section with three different grades of concrete.200 T capacity Compression testing machine is used for experimental investigation.. The experimental results are compared with analytical results obtained by stated code of practices. From this it is concluded that EC4 gives conservative results. From which it is observed that EC4 gives conservative results with experimental results and it is concluded that EC4 provisions may be used for further analytical study to develop an expression to predict the section capacity CFST columns. As the grade of concrete increases the load carrying capacity is also increases. This paper presents the details of study carried out and the conclusions arrived. Keywords: CFST, high strength, local buckling, analytical, ACI-318, EC4, AISC-LRFD.
Following are some suggestions for future research. As GFRSCC technology is now being adopted in many ountries throughout the world, in the absence of suitable standardized test methods it is necessary to examine the existing test methods and identify or, when necessary, develop test methods suitable for acceptance as international Standards. Such test methods have to be capable of a rapid and reliable assessment of key
properties of fresh SCC on a construction site. At the same time, the testing equipment should be reliable, easily portable and inexpensive. The test procedure should be carried
out by a single operator and the test results have to be interpreted with a minimum of
training. Also, the results have to define and specify different GFRSCC mixes. One
primary application of these test methods would be in verification of compliance on sites
and in concrete production plants, if self- compacting concrete could be manufactured in
large quantities..
Monitoring of concrete structures by electro mechanical impedance technique IEI GSC
By Dr. S.N.Khante Associate Professor & Bhagyashri Sangai
at 31st National Convention of Civil Engineers
organised by
Gujarat State Center, The Institution of Engineers (India) at Ahmedabad
Strengthening structures via external bonding of advanced fibre reinforced polymer (FRP)
composite is becoming very popular worldwide during the past decade because it provides a more
economical and technically superior alternative to the traditional techniques in many situations as it
offers high strength, low weight, corrosion resistance, high fatigue resistance, easy and rapid
installation and minimal change in structural geometry. Although many in-situ RC beams are
continuous in construction, there has been very limited research work in the area of FRP
strengthening of continuous beams. In the present study an experimental investigation is
carried out to study the behavior of continuous RC beams under static loading. The beams are
strengthened with externally bonded glass fibre reinforced polymer (GFRP) sheets. Different scheme
of strengthening have been employed. The program consists of fourteen continuous (two-span) beams
with overall dimensions equal to (150×200×2300) mm. The beams are grouped into two series
labeled S1 and S2 and each series have different percentage of steel reinforcement. One beam from
each series (S1 and S2) was not strengthened and was considered as a control beam, whereas all
other beams from both the series were strengthened in various patterns with externally bonded GFRP
sheets. The present study examines the responses of RC continuous beams, in terms of failure modes,
enhancement of load capacity and load deflection analysis. The results indicate that the flexural
strength of RC beams can be significantly increased by gluing GFRP sheets to the tension face. In
addition, the epoxy bonded sheets improved the cracking behaviour of the beams by delaying the
formation of visible cracks and reducing crack widths at higher load levels. The experimental results
were validated by using finite element method
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MISS TEEN GONDA 2024 - WINNER ABHA VISHWAKARMADK PAGEANT
Abha Vishwakarma, a rising star from Uttar Pradesh, has been selected as the victor from Gonda for Miss High Schooler India 2024. She is a glad representative of India, having won the title through her commitment and efforts in different talent competitions conducted by DK Exhibition, where she was crowned Miss Gonda 2024.
Jill Pizzola's Tenure as Senior Talent Acquisition Partner at THOMSON REUTERS...dsnow9802
Jill Pizzola's tenure as Senior Talent Acquisition Partner at THOMSON REUTERS in Marlton, New Jersey, from 2018 to 2023, was marked by innovation and excellence.