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Wahyudi, Yuli, Akhmad Gajali, and Fathurrahman Fathurrahman. "ANALISIS KAPASITAS DAYA DUKUNG PONDASI TIANG PANCANG DENGAN PEMBEBANAN VERTIKAL MENGGUNAKAN PROGRAM STAAD Pro V8i PADA PROYEK PEMBANGUNAN RUMAH SAKIT KELAS D KECAMATAN KINTAP KABUPATEN TANAH LAUT." Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil 1, no. 2 (December 1, 2018): 93. http://dx.doi.org/10.31602/jk.v1i2.1777.
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Daya dukungpondasi merupakan salah satu faktor yang penting untuk diperhitungkan dalam perencanaan dan pelaksanaan konstruksi. Daya dukung pondasi diharapkan mampu melebihi pembebanan vertikal bangunan, guna untuk menjaga kestabilan berdirinya suatu bangunan.Dalam analisis daya dukung pondasi tiang pancang pada pembangunan Rumah Sakit Kelas D Kecamatan Kintap Kabupaten Tanah Laut menggunakan metode Meyerhof dan data penyelidikan tanah diperoleh dari hasil uji lapangan Cone PenetrationTest (Sondir). Sedangkan dalam analisis pembebanan vertikal menggunakan bantuan program STAAD Pro V8i (metode finite element).Berdasarkan hasil perhitungan analisis daya dukung pondasi tiang pancang pada pembangunan Rumah Sakit Kelas D Kecamatan Kintap Kabupaten Tanah Laut diperoleh nilai kapasitas daya dukung ultimit pondasi sebesar 211,520 ton. Sedangkan hasil analisis pembebanan vertikal menggunakan program STAAD Pro V8i diperoleh nilai gaya vertikal maksimum sebesar 81,965 ton. Dari hasil kedua analisis tersebut dapat diperoleh nilai faktor keamanan pondasi sebesar 2,581 dan pondasi tersebut dapat disimpulkan aman dalam menahanpembebanan vertikal.Kata Kunci:Kapasitas Daya Dukung, Pondasi Tiang Pancang,Pembebanan Vertikal, STAAD Pro V8i. Foundation carrying capacity is one of the important factors to be taken into account in planning and carrying out construction. Bearing capacity is expected to be able to exceed the vertical loading of buildings, in order to maintain the stability of the establishment of a building.In the analysis of carrying capacity of pile foundations in the construction of Class D Hospital in Kintap District Tanah Laut Regency using the Meyerhof method and ground investigation data obtained from the results of the Cone Penetration Test field test (Sondir). Whereas in the vertical loading analysis using the help of the STAAD Pro V8i program (finite element method).Based on the results of the calculation of the analysis of carrying capacity of the pile foundation in the construction of Class D Hospital in Kintap District Tanah Laut Regency, the value of ultimate bearing capacity of the foundation is 211,520 tons. While the results of vertical loading analysis using the STAAD Pro V8i program obtained a maximum vertical force value of 81.965 tons. From the results of the two analyzes can be obtained the value of the foundation safety factor of 2.581 and the foundation can be concluded to be safe inIholding vertical loading.Keywords: CarryingICapacity, pile foundation, VerticalILoading, STAAD Pro V8i.
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Pandulu, Galih Damar, Mukhlis Pribadi, Handika Setya Wijaya, and Diana Ningrum. "Perancangan Struktur Bangunan Central Sterile Supply Department (CSSD) Rumah Sakit Mawaddah Medika Mojokerto." JAST : Jurnal Aplikasi Sains dan Teknologi 5, no. 2 (January 5, 2022): 102–12. http://dx.doi.org/10.33366/jast.v5i2.2676.
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Mawaddah Medika Hospital requires personnel who have building expertise and require supporting equipment in terms of supervision and analysis to calculate building structures that meet standards. The purpose of this community service is the application of the Structural Analysis And Design (STAAD) Pro V8i application to calculate safe building structures that hospitals must provide to support their activities. The results of calculating the dimensions of the concrete and its reinforcement are based on the axial moments and forces carried on the Central Steril Supply Department building. Structural calculation method with Structural Analysis And Design (STAAD) Pro V8i. As a result of this community service activity, partners receive assistance in planning the structure of the building so that an effective planning implementation can be obtained.ABSTRAKRumah Sakit Mawaddah Medika, membutuhkan kompetensi personil yang mempunyai keahlian Bangunan Gedung, serta membutuhkan peralatan yang mendukung dalam hal survei maupun peralatan analisa untuk menghitung struktur bangunan gedung yang memenuhi standar.. Tujuan dari kegiatan pengabdian kepada masyarakat ini adalah penerapan aplikasi teknologi Structural Analysis And Design (STAAD) Pro V8i untuk perhitungan struktur bangunan gedung yang aman yang harus disediakan oleh rumah sakit untuk menunjang aktivitasnya. Hasil perhitungan menentukan dimensi beton dan tulangannya berdasarkan momen aksial dan gaya yang dipikul pada gedung Central Steril Supply Department. Metode perhitungan struktural dengan Structural Analysis And Design (STAAD) Pro V8i. Hasil dari kegiatan pengabdian masyarakat ini, mitra memperoleh pendampingan perencanaan struktur bangunan gedung sehingga diperoleh implementasi perencanaan yang efektif dan efisien
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Modi, Raghvendra R. "Seismic Performance Assessment of Masonary Infilled RC Frames by Using Staad PRO." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (May 31, 2022): 3908–18. http://dx.doi.org/10.22214/ijraset.2022.43272.
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Abstract: Now a days construction of the RC frame is common because of the simplicity in construction. The masonry walls are mainly used for partition and insulation purposes rather than for structural purposes. However, during the earthquake, this filling contributes to the response of the structure and the behavior of the filling frame is different from that expected for the structure of the bare frame. The fill acts as a compression strut between column and beam. For this purpose, linear dynamic analysis were carried out on the structure of the RC masonry frame to study the influence of the resistance variation of the structure with n without a infill wall, filling effect on dynamic parameters such as the natural period, displacement and state of the hinge. In this rear-end collision effect high building is studied. All analysis are performed by the STAAD PRO v8i software. building modeling and analysis are performed on STAAD PRO v8i. For the analysis the building with G + 10 RCC frame is modeled. In this analysis the width of the strut is calculated manually according to the expression given in the FEMA-356. The infill panels are modeled as equivalent single diagonal struts. Several equations for calculation are considered for these diagonals. In this study the comparison of time verses acceleration , time verses velocity , time verses displacement with respect to the floor is made . The study shows that the influence of filling on the structure is significant. It increases the rigidity of the structure and makes the structure able to withstand a seismic region with respect to the bare frame. Keywords: Infill walls, Seismic force, base shear , STAAD Pro. , Time History, response spectrum.
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Kurniawan, S,Pd MT, Achendri M., Taufiq Rocman, and Johanes Asdhi Poerwanto. "PERENCANAAN GELAGAR BENTANG 30 METER JALAN LAYANG (FLYOVER) PADA PERSIMPANGAN GADANG KOTA MALANG." PROKONS Jurusan Teknik Sipil 13, no. 2 (January 16, 2020): 102. http://dx.doi.org/10.33795/prokons.v13i2.202.
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The purpose of this thesis is to complements the feasibility study of flyover building which is otherwise feasible. The feasibility will be continued to flyover structure plan. The flyover located in the Intersection of Gadang Highway Malang City is planned to have a total length of 290 meters and a width of 8 meters with a bridge division of 20 meters and 30 meters.The method used to plan is LRFD (Load Resistance Factors Design) and loading based on SNI 2016. For statics analysis STAAD Pro v8i program is used. In the 30-meter span bridge girder modeling in the STAAD Pro V8i program there are 2 ways of modeling that is by using a beam model and using a plate model. By making comparisons between the two methods.The results are obtained: The girder with beam model uses 4D22 in compressive reinforcement, 14D25 in flexural reinforcement, 10D13 in side reinforcement and Ø10-200 in shear reinforcement. The girder with plate model uses 5D25 in compressive reinforcement, 16D29 in flexural reinforcement, 8D19 in side reinforcement and Ø10-200 in shear reinforcement.
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Grover, Rakesh, and Bhavesh Kumar Daharwal. "Study of Seismic Effect on High Rise Building in Two Different Position of Shear Wall using Staad Pro." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (April 30, 2023): 4168–74. http://dx.doi.org/10.22214/ijraset.2023.51191.
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Abstract: India at present is fast growing economy & Population growth will increase demands of land to construct high rise structure are more advantage to provide they demands in construction industry. The present study reports the effect of earthquake on high rise building to comparison of two different seismic zone with different position of shear wall using STAAD Pro. V8i SS5 to work out effective ideal location of shear walls. G+9 high rise building in zone III & zone V is considered for the present study. Analysis of the building is conferred with some preliminary investigations, analyzed by varied position of shear wall by considering three models as model 1 without shear wall, model 2 shear wall at corner with different position, model 3 shear wall in corner position. Maximum shear wall deflections are calculated and analyzed for all considered model. M30 grade of concrete is used with Fe415 steel is used for the present study. The seismic analysis performed is Equivalent Static Method as per IS 1893-2002 using the well-known analysis and design software STAAD PRO. V8i SS5 . Seismic performance of the building has been investigated based on parameters such as, Base Shear, Storey Displacements & Storey Drift along X direction & along Z direction of the structure
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Al-Taie, Entidhar, Nadhir Al-Ansari, and Sven Knutsson. "Effect of Bearing Capacity on Designing Foundations in Iraq Using STAAD Pro-v8i." Engineering 06, no. 06 (2014): 292–303. http://dx.doi.org/10.4236/eng.2014.66033.
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mustafa ali, md, waseem ahmad, maqsood ali malik, fahed ahmad, and mohd ashraf. "Analysis of multi story building in different seismic zone by STAAD PRO v8i." INTERNATIONAL JOURNAL OF RECENT TRENDS IN ENGINEERING & RESEARCH 06, no. 01 (January 31, 2020): 27–31. http://dx.doi.org/10.23883/ijrter.2020.6005.bwolw.
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Verma, Abhisheck, and Gagandeep. "Dynamic Analysis of Irregular Multi- Storied building using Staad pro." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (February 1, 2023): 012039. http://dx.doi.org/10.1088/1755-1315/1110/1/012039.
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Abstract The topic “Dynamic analysis of multistoried irregular building using Staad pro”is a topic of major concern as with industrialization and development most of the population opt for urban areas. The structural stability of a building has to be compromised in order to attain lateral loads due to earthquake and wind in concurrence to gravity loads. Hence, it is quite evident for a structure to have sufficient strength and enough stiffness to resist loads. Design and analysis nowadays are convenient as well as affordable just because of the availability of computers and specialized programs. The multistoried building is designed using software Staad pro v8i. The paper deals with analysing three different models of irregular multi story building (G+10) with a height of each floor as 3m having response factor as 5, importance factor as 1.2, soil type as medium soil, structure type 1 with a damping ration of 5% is taken into consideration. The loads being used in the analysis are Dead load which is considered as per IS 875 part 1, live load as per IS 875 part 2 and seismic load as per IS 1893 part 1. The beams, columns and slabs are celibately designed in software. Results of three models are then compared as per storey drift, displacement and base shear.
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Et. al., A. Sharma,. "Analysis Of Steel-Rcc Composite Deck Bridge." Turkish Journal of Computer and Mathematics Education (TURCOMAT) 12, no. 4 (April 11, 2021): 212–20. http://dx.doi.org/10.17762/turcomat.v12i4.497.
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: In the literature, provisions for analysis and design of steel-RCC composite deck type truss and cable-stayed bridges do not exist. A composite deck type truss bridge model is analyzed using STAAD Pro V8i software and a model with the same dimensions is tested in the laboratory. The experimental test results are used to validate the STAAD analysis results.
Bottom chord strain and mid-span deflection of the composite bridge model as found from the STAAD analysis and the laboratory experiment closely tally with each other. This validates the standard STAAD analysis results. However, in the top chord member, due to shrinkage cracks in the deck slab concrete, the experimentally recorded strain is higher by about 100% than the STAAD analysis result.
Shear force in studs is considerably large near supports and joints as compared to the midsection. Therefore, the design of shear studs may be carried out based on the shear forces in the studs found from the STAAD analysis.
Thus it is recommended that STAAD or any other standard finite element analysis software can be used for analysis and design of the composite bridges.
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S. S. S, Nitish, Sai Rethvika B, Joshna P, Charan Yadav B, and Surya Prakash B. "Structural Behaviour of Cable- Stayed Bridge with Different Pylons using STAAD Pro." International Journal for Research in Applied Science and Engineering Technology 11, no. 3 (March 31, 2023): 1922–30. http://dx.doi.org/10.22214/ijraset.2023.49839.
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Abstract: Cable-stayed bridges were originally developed in the late 16th century but became less popular towards the end of the 20th century when suspension and reinforced concrete designs became more commonly used. However, advancements in material and methods have made them popular again in 21st century, particularly for longer -span crossings. They are suitable for spans longer than cantilever bridges but shorter than suspension bridges, and their main feature is the direct connection of cable from the tower to the deck. Cable-stayed bridges have undergone significant technical advancements and now have impressive aesthetic appearances, thanks to improvements in material, engineering analysis and design, and construction methodology. This thesis focuses on the design and analysis of four different pylon -shaped cable- stayed bridges with semi-fan cable arrangements using STAAD.Pro V8i software for designing and MS excel for comparative analysis. The primary aim of the thesis is to provide a detailed description of the structural behaviour of these bridges and present a comparative analysis.
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Radake, Nikita D., and R. V. R. K. Prasad. "A Review on Comparative Study between the Pre-Engineered Building and Conventional Steel Building." International Journal for Research in Applied Science and Engineering Technology 10, no. 4 (April 30, 2022): 1532–36. http://dx.doi.org/10.22214/ijraset.2022.41569.
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Abstract: In steel structure design the Pre-engineering building (PEB) system is a modern technology that provides economical, eco-friendly, and sustainable structures. The pre-Engineered Building (PEB) concept is a new conception of single-story industrial building construction. This methodology is versatile not only due to its quality pre-designing and prefabrication but also due to its lightweight and economical construction. This concept has many advantages over the Conventional Steel Building (CSB) concept of buildings with roof trusses. This paper mainly focuses on the PEB concept and CSB concept. The study is achieved by designing a Warehouse building as PEB and as CSB with the help of Staad Pro. The CSB is designed and analyzed by IS 800:2007 (LSM) and PEB is designed and analyzed by AISC 360:10. Keywords: Pre-Engineered Building (PEB), Conventional steel building (CSB), Structure analysis and Design, STAAD PRO V8i
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., Ahmad, Ubaid Hussain Shah, and Kaif Khan. "Role of Importance Factor on Reinforcing Steel." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (April 30, 2023): 1912–16. http://dx.doi.org/10.22214/ijraset.2023.50482.
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Abstract: Aim is to study the change in reinforcing steel (percentage change) once we change the Importance Factor during the seismic analysis of a building. Importance factor classifies various structures on the basis of value 1 or 1.5 or even more depending on the structure importance. This value is provided in the seismic analysis of a building using STAAD PRO V8i version. The current code gives the Importance Factor value as “1” in case of “general buildings” and “1.5” in case of public or we can say important buildings. It also makes important buildings as heavier sections by increasing design base shear. There is no proof that how this importance factor works or improves the seismic factors of a building. In this study, the aim is to make a simple Bay frame using STAAD PRO for the purpose of analysis under seismic conditions and varying this respective importance factor and noticing the percentage change in steel reinforcement and the type of bars that are being used.
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Burman, Aditya kumar. "Transient Effect of Random Loads on Reinforced Cement Concrete Building on RCC Building with Staad Pro. V8i." ECS Transactions 107, no. 1 (April 24, 2022): 15573–85. http://dx.doi.org/10.1149/10701.15573ecst.
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Abstract. Dynamic load is one which changes with time quickly in comparison to the structure's natural frequency. If it varies quickly, the activity must be determined with a dynamic analysis. Explosive loads and impact loads are transients, or loads that are applied dynamically as one-half cycle of high amplitude. This transient load is applied only for a specific and typically short period of time in the case of blast loads typically less than one-tenth of a second. The response of the engineering structural building due to the reason of periodic load RCC building structure has been severely damaged, collapse and develop cracks. Bomb blast is the best example for impulsive load. To determine the response of a G+3 RCC building model in STAAD Pro subjected to triangular, rectangular and sinusoidal impulsive force for 0.5 seconds with maximum magnitude of 100kN. Effect of such loads on front, roof and side portion of the building studied. Observe that the critical deformations obtained on the front and roof portion of building. Effect of deformation along height of building was parabolic in nature with maximum deflection at top floor of building. It was also noted i.e sufficient reinforcement should be provided in beam, columns and slabs to impart ductility to the building against impulse loads.There is more demand for construction of high buildings due to increasing urbanization and population.
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C P, Ansif, Aparna C, Fasna Kavungal, and Shanidh K T. "Planning Designing and Analysis of Civil Engineering Department Block at EKCTC." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (July 31, 2022): 1261–65. http://dx.doi.org/10.22214/ijraset.2022.45435.
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Abstract: The project's goal is to create a civil engineering department building at the technical campus of Eranad in Manjeri. The IS codes, Kerala Panchayat Building Rules, and AICTE Building Rules are all taken into consideration when creating the design. Layout of the building or structure is always the first step in any construction project, followed by design and structural analysis. Using AutoCAD 2017, a layout plan for the proposed building is created. The building has a main floor and two further storeys. Planning is done in accordance with Indian standard code requirements. STAAD Pro V8i is utilised to analyse the structure. The soil condition is used as the medium for the foundation's isolated footing design
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Suresh Kannan, S. "Seismic Analysis of Soft Storey Building in Earthquake Zones." IOP Conference Series: Earth and Environmental Science 1130, no. 1 (January 1, 2023): 012023. http://dx.doi.org/10.1088/1755-1315/1130/1/012023.
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Abstract In this paper (G+8) building is modeled like a bare frame, a bare frame with the shear wall, and a bare frame with X bracing by changing the soft storey to different floors. The static analysis effect is determined for all three models with zone IV and zone V using Staad pro-V8i software. The main objective of the research was to assess the impact of a soft storey in various earthquake zones and by varying places of the soft storey from first to the top floor and for frames with different column shapes by seismic analyses in staad pro. The results of variable building models are obtained from the research regarding various parameters such as displacement, storey drift, and base shear. More significantly, comparing different structural systems revealed a reduction in lateral displacement and story drift. The shear wall reduced the Storey Displacement by 98.838% and storey drift by 99.86%. The Steel bracing reduced the Storey Displacement by 97.846 % and storey drift by 92.6%. Finally, it has been found that the Shear wall reduces lateral displacement and storey drift, thus significantly contributing to greater structural stiffness. The analysis results recommended that the shear wall use reinforced concrete frames for the seismic hazard zones and the Steel bracing recommended for the low seismic zones.
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Aravind Ramesh Gaikwad and Vaibhav Shelar. "Study on non-linear analysis of arch bridges subjected to ground motion." World Journal of Advanced Engineering Technology and Sciences 9, no. 1 (June 30, 2023): 211–19. http://dx.doi.org/10.30574/wjaets.2023.9.1.0161.
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Thanks to the cantilever launching technique, arch bridge building has once again become popular throughout the world. Today, these structures are one of the three main types of long-span bridges, along with suspension and cable-stayed bridges. Arch bridge structures have a complex behavior during powerful earthquakes because the arch rib is an element that is primarily susceptible to a large axial compression force brought on by dead loads. The nonlinear dynamic analysis of an arch bridge using STAAD Pro V8i software with earthquake loading is the subject of this research. Due to their easy load bearing qualities, arch bridges with short and medium spans are currently being constructed frequently for traffic bypass. Therefore, it is necessary to assess its stability in the event of a powerful earthquake. The STAAD-modeled arch bridge's nonlinear, time history analysis. The research in this study uses pro. For Time History analysis, data from the Bhuj Earthquake of 2001 is used, and the Rudramata Bridge, which collapsed during the Bhuj Earthquake, is researched. The primary focus of this study is on the analysis of the displacement, time-velocity, and time- acceleration responses of an arch bridge to lateral loads. And the results demonstrate that the displacement for the arch bridge is less than that for the Rudramata Bridge in all three directions.
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Ma’ruf, Amin. "Comparative Study of Direct Analysis Method and Effective Length Method on Structural Steel Piperack Using STAAD Pro V8i Software." ADRI International Journal of Engineering and Natural Science 6, no. 01 (February 13, 2022): 99–107. http://dx.doi.org/10.29138/aijens.v6i01.35.
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Stability analysis is one of the most important aspects in the design of steel structures, including structural steel piperack. Based on AISC 360-16, there are two recommendation of stability analysis method, that is DM (Direct Analysis Method) and ELM (Effective Length Method). Since AISC 360-10, the DM method is used as the main method of structural stability analysis instead of the ELM method. The ELM method was not eliminated but was changed to an alternative method. The DM and ELM are two different stability analysis methods. The DM is a stability analysis based on second order elastic analysis, while ELM is a stability analysis based on elastic linear analysis. In this study, the two stability analysis methods will be compared to the structural design of the SPRK-22 (subpiperack-22) in the Jambaran-Tiung Biru project, Bojonegoro, East Java, Indonesia. The dimention of SPRK-22 is 54 m long and 6 m wide, and 12,75 m high. In addition, there is a loop structure with a length is 3 meters, a width is 6 m and a height is 9,75 m. The results of the analysis compared between the two methods are the ratio of structural members, beam deflection, column drift due to wind and column drift due to seismic. Based on the results of the analysis using the STAAD Pro V8i software, the DM produces a more conservative structure. The DM resulted in a ratio of 1,04% greater structural member, beam deflection 24,5% greater, column drift due to wind 9% greater and column drift due to seismic 26% greater than the ELM method.
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Kumar, M. Kranthi, V. Rushendra Mani, Ch Vinay Kumar, U. Divya, and B. Balakrishna. "Elevated Water Tank Design Comparison in Different Seismic Zones." International Journal of Innovative Research in Computer Science & Technology 10, no. 1 (January 20, 2022): 130–35. http://dx.doi.org/10.55524/ijircst.2022.10.1.24.
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Water is maintained in tall tanks as part of the public water system. Because of a shortage of water or difficulties putting out a fire after an earthquake, the collapse of these water tanks could pose major risks to people. According to draught code Part II of IS 1893:2002, twelve raised circular and H-intake storage tanks with a combined capacity of two lakh litres each would be studied in this study. STAAD Pro V8i is used to conduct a response spectrum analysis of elevated circular and H-shaped water intake tanks in seismic zones II and V. A comparison was made between each collected value for the base shear axial force and lateral displacements. There is a divergence in the H-tank and a negligible variance, according to analysis of a comparison of two water tanks.
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Syaidina, Alif, Vike Itteridi, and Edowinsyah. "PERENCANAAN STRUKTUR JEMBATAN RANGKA BAJA DENGAN BENTANG 62 METER TEBAT GHEBAN KOTA PAGAR ALAM." JURNAL ILMIAH BERING'S 8, no. 02 (October 12, 2021): 52–60. http://dx.doi.org/10.36050/berings.v8i02.417.
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Dalam perencanaan jembatan rangka baja bentang 62 meter Tebat Gheban Kota Pagar Alam dibutuhkan perhitungan yang sangat teliti dan penuh hati-hati. Karena jembatan merupakan bangunan besar yang nantinya akan digunakan atau dilalui oleh kendaraan dan manusia. Perencanaan jembatan meliputi struktur bagian atas dan struktur bawah. Struktur bagian atas terdiri dari batang atas, bawah, tegak dan diagonal. Penelitian ini mengenai perencanaan struktur atas saja, yaitu meliputi lantai kendaraan, gelagar memanjang dan melintang, ikatan angin, batang atas, batang bawah, batang tegak, batang diagonal dan sambungan. Hasil dari perencanaan manual bahwa dimensi jembatan menggunakan profil Wf 400x300 dengan mutu beton fc’ = 41 Mpa dan mutu baja fy = 400 Mpa. Sedangkan analisis struktur menggunakan software STAAD Pro V8i untuk profil batang atas menggunakan Wf 500x400 dan batang bawah menggunakan Wf 350x300, profil batang tegak Wf 350x350 dan batang diagonal menggunakan profil 500x400 dapat digunakan dalam perencanaan setelah dianalisis profil tersebut aman.
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Raju, Y. Kamala, G. V. V. Satyanarayana, and G. Arun Sai. "RCC Highrised Residential Buildings its Influence on Earthquake Loads." E3S Web of Conferences 184 (2020): 01107. http://dx.doi.org/10.1051/e3sconf/202018401107.
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The present decade, high rise multi-storey buildings are subjected to many external effects such as earthquake, wind loads, tidal loads, etc., in most cases high rise buildings have more vulnerable to earthquake and wind loads. Most of the reinforced concrete multi-storeyed frame buildings were heavily damaged and many of them completely collapsed during due earthquakes. RC frame buildings were severely damaged due to various deficiencies when proper codal provisions are not designed. A study is need to study the behaviour of the RC framed structure under earthquake load to reduce the damage caused by earthquake forces In this investigation a RC framed building of G+20 storeyed is considered in several seismic zones under different soils as per Indian Standard code IS 1893(part1):2016, using STAAD. Pro V8i as software tool. Finally evaluate the ultimate Base shear using Equivalent static method and Response spectrum method addressing under design forces.
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Yadav, Jitendra Singh, and Sushas S. Babu. "Analysis of Aqueducts Subjected to Hydrostatic and Dynamic Loads Using 3D - Solid Modeling." Journal of Building Materials and Structures 7, no. 2 (September 9, 2020): 140–58. http://dx.doi.org/10.34118/jbms.v7i2.766.
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In many areas of developing countries, the access to fresh water is limited even today. Aqueducts are the major structures in water supply and diversion schemes when carrying the water over natural and artificial obstacles such as valleys, rivers, roads, railway lines, canals etc. During an earthquake, the effect of water sloshing on the walls of aqueduct and the resulting hydrodynamic forces is often neglected. In this study, the analysis is carried out for a single span elevated aqueduct using finite element analysis, in which the structure is discretized into smaller elements. The structure is modelled using solid elements in Staad Pro V8i software for different loads. The behavioral response of aqueduct structure subjected to hydrostatic loads and dynamic loads due to seismic ground excitation has been analyzed. It has been observed that the structure is more vulnerable to dynamic loads compared to hydrostatic loads. The effect of dynamic loads due to sloshing of water under seismic forces is predominant. The stresses induced by hydrodynamic loads are observed to be 2.4 times more than hydrostatic loads.
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Jadhav, Anuja Keshav. "A Review on Analysis and Design of Transmission Tower." International Journal for Research in Applied Science and Engineering Technology 10, no. 1 (January 31, 2022): 1475–78. http://dx.doi.org/10.22214/ijraset.2022.40078.
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Abstract: The structural planning and design process involves not just imagination and intellectual thinking, but also a thorough understanding of structural engineering science, as well as practical knowledge of modern design codes and bye laws, as well as a wealth of experience, intuition, and judgement. The goal of standards is to ensure and improve the safety of people and the environment. Tower is a steel structure developed by maintaining a delicate balance between economics and security. The transmission tower, in particular in order to establish a comfortable environment, the first thing that must be considered is safety. For the benefit of the beings in the immediate vicinity As a result, the transmission tower must be built and maintained properly. Therefore, the transmission tower has to be constructed with a proper care and maintenance. By normal designing and analysis of the tower it requires a more time so we adopt different softwares to obtain the results. So, analysis and designing of a transmission tower is done by “STAAD.Pro V8i”. Keywords: Transmission Line Tower, Analysis, Design, Staad-pro.
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Venkatraman, G., V. Vanathi, S. Veeraraghavan, and K. Sornamugi. "Effect of outrigger-belt truss system on the storey drift and maximum displacement of high-rise building." IOP Conference Series: Materials Science and Engineering 1258, no. 1 (October 1, 2022): 012065. http://dx.doi.org/10.1088/1757-899x/1258/1/012065.
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High-rise structures are becoming more common around the world, posing new challenges that necessitate ongoing technological foresight. When a structure’s height rises, it’s anticipated to have a lateral load-resisting system other than shear walls in place to negate the effect of lateral loads. However, advances in structural design and engineering have enabled building systems to withstand lateral forces such as wind and seismic stresses. There are numerous structural solutions tailored to resist lateral forces in the structure without adding to the plan area of the building to stabilize it against lateral load. The Outrigger-belt truss system is a common structural solution for successfully managing excessive drift caused by the lateral load. Hence, in this project, an attempt is made to investigate the characteristics of an Outrigger-Belt truss system. The seismic analysis is limited to the linear static method. A comparative analysis is done using STAAD Pro V8i SS6. Finally, the storey drift and maximum displacements obtained are calculated and the results are compared with the moment-resisting frame and the values are tabulated.
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Satyannavar, Niranjan B. "Design and Analysis of Prestressed Shell Roof Structures." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (July 31, 2022): 1117–27. http://dx.doi.org/10.22214/ijraset.2022.45464.
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Abstract: In this paper, pre-stressed precast substantial Shell roof structures is proposed as an option in contrast to customary roof structures. plan of shell roof top utilizing supported concrete is extremely challenging. To oppose the high strain in base harmony, the substantial support should be pre-stressed. Here, the displaying of various setups of prestressed precast substantial shell roof structures is finished utilizing Staadpro v8i programming by changing its mathematical boundaries, for example, shapes, slant, length and dispersing of the support and investigation and streamlining is done to find the best and best prestressed precast substantial Shell roof structures designs fit to different circumstances feasible way of life implies reconsidering our approaches to everyday life, how we purchase and how we sort out our day to day existence. It is likewise about modifying how we mingle, trade, share, instruct and construct personalities. It implies changing our social orders and living in agreement with our common habitat. As residents, at home and at work, a large number of our decisions - on energy use, transport, food, waste, correspondence and fortitude - contribute towards building economical ways of life In India, customary practices that are feasible and climate well-disposed keep on being a piece of individuals' lives. India has a past filled with low carbon impression and way of life. These should be energized, rather than supplanted by more current yet unreasonable practices and advancements. This is likewise relevant to other non-industrial nations where there is a developing interest in elective models of advancement, and on restoring green cognizance drawing on conventional societies. Keywords: Precast Concrete, RCC cylindrical shell roof structures, STAAD PRO V8i, Prestressed precast shell structures
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Deepan Chakaravarthi, A. V., E. Dhivya, L. Gracia Angel Rajakumari, and D. Hashini. "ANALYSIS AND DESIGN OF MULTI-STOREYED (G+2) RESIDENTIAL BUILDING." International Journal of Advanced Research 10, no. 04 (April 30, 2022): 917–36. http://dx.doi.org/10.21474/ijar01/14626.
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Structural design is an investigation method of the rigidity, strength and stability of the building. The essential aim in structural analysis and design is to construct a structure capable of overcoming all applied loads without failure during its intended life. This project attempts to understand the structural behavior of various components in the multi-storied building. planning, analysis, designing of multi-storied building has been taken up for residential building (G+2). Thereby depending on the suitability of plan, layout of beams and positions of columns are fixed. Dead loads are calculated based on material properties and live loads are considered according to the code IS875-part 2, footings are designed based on safe bearing capacity of soil. For the design of columns and beams analysis is done by limit state method to know the moments they are acted upon. Slab designing is done depending upon the type of slab (one way or two way), end conditions and the loading. From the slabs the loads are transferred to the beams, thereafter the loads from the beams are taken up by the columns and then to footing finally the section is checked for the components manually and using STAAD Pro V8i software for the analysis of structure, maximum shear force, maximum bending moment are computed.
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Ester Priskasari, Deviani Kartika, Vincentius Ivan Gandhi, and Wahyu Bangkit Pangestuaji. "ALTERNATIF DESAIN STRUKTUR ATAS JEMBATAN RANGKA BAJA TIPE HALF THROUGH ARCH PADA JEMBATAN TRISULA BLITAR, JAWA TIMUR." SONDIR 6, no. 1 (April 18, 2022): 1–11. http://dx.doi.org/10.36040/sondir.v5i1.5168.
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The bridge is an important infrastructure in the transportation system, namely as a means of crossing the river, as well as connecting between cliffs. The bridge has various shapes, one of which is a curved bridge with cables. Arch bridge is suitable for trident bridge because it has a long span. Through this thesis, the author tries to plan an alternative building over an existing bridge with a curve type. Preliminary planning data includes the total length of the existing bridge 150 m wide by 9 m. The planning method used is LRFD (Load Resistance Factor Design) and uses the Staad Pro v8i assist program. In this planning the author planned floor plates, elongated girders, transverse girders, parent girders, wind bonds, cables, joints and elastomers. From the results of the analysis obtained the structure of the building over the bridge for floor plates using the principal bones D10-200 and reinforcements for D13-200, the elongated steel gelagar profile WF 500 x 200 x 10 x 16, the steel transverse gelagar profile WF 800 x 350 x 16 x 36, the parent steel gelagar profile WF 700 x 300 x 13 x 24, steel steel bond double profile L250 x 250 x 35, for the dimensions of dyform cable D38, for laying using elastomer size 120 cm long, width 120 cm, height 26 cm
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Ghosh, Arghya, and Sukanta Jana. "On Structural Design of Steel Roof Truss Geometry Used in Factory Shed." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (December 19, 2022): 321–29. http://dx.doi.org/10.38208/acp.v1.516.
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Use of steel is steadily increasing all over the world in civil engineering related fields due to its superior material properties like high strength and durability, high ductility, light weight etc. Various types of steel structures become more popular because of their high aesthetic appearance. Among these steel structures, roof trusses are widely used to cover large column free open areas like shopping malls, auditoriums, car parking lots, stadiums as well as factory sheds etc. Design of steel truss members is an important aspect to the practicing civil engineers. Hence this paper aims to study the design and analysis of different types of truss geometries used in a factory shed using commercial well-established software package STAAD Pro V8i. Various types of truss geometries like Pratt truss, Howe truss, Fink truss are considered in the present investigations with different aspect ratios. Besides these truss geometries, portal frame geometry is also taken up here to examine the best suitable geometries which are to be used as roofing units in industrial purposes. The results obtained from the present numerical experimentations are studied meticulously to extract a set of meaningful conclusions regarding the design and optimum choice of steel truss geometry which is used as roofing units in industrial sheds. The practical design guidelines along with the best choice of roof trusses are highlighted in the results and discussions section of this paper.
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Paroha, Abhishek Kumar, and Deepak Kumar Bandewar. "Analysis of Building Constructed on an Inclined Surface Considering Different Parameters of Soil Types." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (July 31, 2022): 1374–98. http://dx.doi.org/10.22214/ijraset.2022.45471.
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Abstract: This study draws attention on proper planning and construction practices for multi-storied buildings on sloping ground. However, in usual design practice the designers generally ignorethe behavior of the building due to the effect of sloping ground. The evaluation of a G+4 storey RCC structure on varying sloping angles (00 , 150 , 200 , 250 , 300 and 400 ) were studied and also compared with the flat surface. The evaluations of the structure were carried by the software STAAD Pro v8i to study the effect of slopes on building performance. The evaluation was done to figure out the effect of sloping ground on the forces applied on the structure. Soil interaction must be suitably believed from design point of view. The Research work triesto find the truth about the earthquake-related behavior of multi storey structures on sloping angles thinking about soil-structure interaction. The horizontal reactions, bending moment in footings and axial force, bending moment in columns were critically studied to put the effectsof different sloping ground. It has been followed that the footing columns of lower height attract more forces, because ofa big increase in their stiffness, which in turn increases the horizontal forces and bending moment. So, the section of these columns should be designed for changed forces due to the effect of sloping ground. It draws attention to the need for proper analysis and designing of the structure resting on sloping surface. Overall movement of the structure with respect to different sloping ground setups is also carefully studied.
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Prisma, Imanda, Sudarmanto Sudarmanto, and Djoko Trijanto. "PERENCANAAN BALOK PRATEGANG TOWER SYARIAH UNIVERSITAS AIRLANGGA SURABAYA." Jurnal JOS-MRK 2, no. 2 (June 25, 2021): 167–74. http://dx.doi.org/10.55404/jos-mrk.2021.02.02.167-174.
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Konstruksi balok dikembangkan dengan cara memasukkan kabel / tendon pada balok sehingga dapat menahan tegangan dengan lebih baik dan memperpanjang bentang balok dengan kekuatan yang baik yang disebut balok prategang. Balok prategang dengan metode tarikan pasak digunakan pada konstruksi Menara Syariah Universitas Airlangga. Penelitian ini dilakukan untuk mengganti desain balok prategang dengan mencari pembebanan struktur, menentukan posisi tendon, dan mengetahui tegangan pada balok beton. Menara Syariah Universitas Airlangga berlokasi Jl. Dharmawangsa Dalam Selatan No.30, Airlangga, Gubeng memiliki luas 64 mx 39 m, dan 13 lantai yang masing-masing lantai tingginya 4 m. Data yang dibutuhkan adalah gambar kerja, cara pelaksanaan, pembebanan data dan harga kegiatan Pokok Kota Surabya 2017. Aturan yang digunakan adalah PPIUG 1987, SNI-1726-2002, SNI 2847: 2013 Perhitungan struktur dilakukan dengan menggunakan STAAD PRO v8i dan MS. Unggul. Pergantian tersebut menghasilkan momen ultimit balok pra-tegangan 801.485kN.m pada ujung balok, momen strip; 274.772kNm, dan momen geser 339.555kN dan menggunakan 3 tendon masing-masing memiliki 5 untai ϕ 9.3mm; dan posisi tendon 1 dan 2 di tengah balok 0,35 m dari balok bawah; tendon 3 0,10m dari balok bawah; posisi tendon 1 dan 2 pada ujung balok 0,70 m dari balok bawah; tendon 3 posisi 0,45m dari balok bawah; 4 kombinasi tegangan beton yang berbeda: (1) -3,693.919kPa tegangan tekan; dan tegangan tarik -1,826.383kPa; dan (2)-4,479.115kPa tegangan tekan dan -3,147.400kPa tegangan tarik (3) -4,721.563kPa tegangan tekan dan -2,904.952kPa tegangan tarik (4) -5,558.427kPa tegangan tekan dan -2,068.088kPa tegangan tarik. Keempat kombinasi tegangan beton tersebut tidak melebihi standar yang dipersyaratkan, artinya balok tersebut aman.
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Mansor, Hazrina, Nursuzila M. A. A. Wahab, Yazmin Sahol Hamid, and Mohd Khairul Kamarudin. "A mockup unit of the an-eco budget bamboo chalet: design and cost estimation analysis." MATEC Web of Conferences 258 (2019): 01010. http://dx.doi.org/10.1051/matecconf/201925801010.
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To succeed by 2050, Malaysia visions would need to be ecologically sustainable. To align with this strategy, a mock-up unit of an-eco budget bamboo chalet is proposed and designed with the aim to provide an affordable and sustainable chalet using local sustainability features and expand the use of natural resources. A sustainable bamboo chalet requires proper initial treatments and preservation in maintaining its esthetic appearance and strength. Otherwise, it can be less durable and under certain circumstances would incur high maintenance cost to the owner. In this study, the proposed unit of an eco-budget bamboo chalet is designed and analyzed using the Staad Pro V8i software. The projection cost of the bamboo chalet in the next 25 years is studied comparatively in which involves a comparison of using a different material, i.e. concrete with the same built-up area. The bamboo chalet had a built-up land area of approximately 7.5 m x 7 m (53 m2) and is made of 95% bamboo which comprises of two different species, i.e. Bambusa Vulgaris and Dendrocalamus Asper Bamboo. The results showed that construction material of the chalet saves up to 18% more when using bamboo compared to concrete. However, the total projected cost of the chalet for the next 25 years by using bamboo was 14% higher compared to concrete. Therefore, emphasis on the usage of bamboo for long-term strategy is required to maintain and control the gradual trend cost incurred if green building is to be built in Malaysia.
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Arwani, M. Hamizan Najib, SUGENG RIYANTO, and SUNARTO Suryanto. "PERENCANAAN ULANG JEMBATAN TALANG DI JALAN JUPRI KELURAHAN PISANGCANDI MALANG DENGAN MENGGUNAKAN STRUKTUR RANGKA BAJA." Jurnal JOS-MRK 2, no. 1 (March 21, 2021): 173–78. http://dx.doi.org/10.55404/jos-mrk.2021.02.01.173-178.
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Bridge are structures that are made to cross ravines or obstacles, such as rivers, railroad tracks, or highways. Gutter bridges are included in the type of water crossing bridge or also known as aqaduct. In actual conditions this gutter bridge has a lot of damage caused by several factors. Based on this, research is needed to re-plan the entire construction of the gutter bridge. The data needed is data from measurements on existing conditions and Malang city HSPK in 2019. Planning is done using modeling using STAAD Pro V8i software. The loading analysis method uses SNI 1725-2016 and for stem and connection control uses RSNI T-03-2005. The profiles used in this plan are the single profile of Isolation Elbow 65.65.9 in the upper main girder, the single profile of Isolation Elbow 60.60.6 in the transverse girder and upper bracing, and the single profile of Elbow Feet 55.55.6 on other trunks with type of steel BJ 37. From the analysis results obtained and the conclusion that the self weight of the entire upper structure weighs 814,068 kg, the largest compressive force with a value of 11,517,418 kg or 112,985,871 N, the bending moment in the diaphragm girder that supports the live load and dead load additional rod 109 is 838,874 N-m or 838,874.00 N-mm, the largest tensile strength is 4,187,521 kg or 41,079.58 N, the connection uses high quality bolt joints A325 type with a diameter of 16 mm and uses a gusset plate with a thickness of 10 mm, and the calculation of the required Budget Plan is Rp 159.067.800,00.
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Ramadani, Hari Nukta. "ANALISIS PENGARUH MODIFIKASI STRUKTUR BETON BERTULANG BANGUNAN ATAS TERHADAP DAYA DUKUNG DAN PENURUNAN PONDASI TIANG PANCANG PADA GEDUNG FISIPOL ULM BANJARMASIN." Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil 2, no. 2 (February 20, 2020): 24. http://dx.doi.org/10.31602/jk.v2i2.2673.
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Desain struktur pondasi bawah pada proyek gedung kuliah baru Fakultas Ilmu Sosial dan Ilmu Politik (FISIPOL) Universitas Lambung Mangkurat Banjarmasin dinilai terlalu boros dari segi kapasitas daya dukungnya karena hanya digunakan untuk menahan beban bangunan atas setinggi 4 lantai saja. Hal tersebut memunculkan keingintahuan terkait kemampuan struktur bawah bangunan tersebut. Maka dari itu, penulis bermaksud untuk merencanakan ulang dengan modifikasi penambahan 1 lantai struktur bangunan atas, kemudian menganalisis pengaruh modifikasi tersebut terhadap kemampuan struktur bangunan bawah eksisting yang ditinjau dari kapasitas daya dukung dan penurunan pondasi tiang. Analisis struktur bangunan atas menggunakan program aplikasi komputer yaitu STAAD Pro V8i, untuk analisis kapasitas daya dukung pondasi tiang pancang dilakukan berdasarkan data N-SPT menurut Meyerhoff dan analisis penurunan tiang menggunakan Metode Poulos-Davis. Dari hasil analisis diperoleh nilai pembebanan arah vertikal (PuMaksimum) bangunan eksisting sebesar 321,829 Tonf, sedangkan bangunan modifikasi sebesar 408,506 Tonf. Hasil analisis kapasitas daya dukung pondasi tiang pancang diperoleh nilai Daya Dukung Tiang Kelompok (QuKelompok) sebesar 1558,874 Ton. Hasil analisis penurunan tiang untuk bangunan eksisting penurunan tiang kelompok (Sg) sebesar 28,2 mm, sedangkan untuk bangunan modifikasi diperoleh penurunan tiang kelompok (Sg) sebesar 35,8 mm, meskipun relatif terjadi pertambahan nilai, penurunan tiang tersebut masih lebih kecil dari 40 mm (Sizin) yang berarti aman. Sedangkan untuk Faktor Keamanan (FK), yang awalnya pada bangunan eksisting memiliki nilai FK sebesar 4,84, kemudian pada bangunan modifikasi nilai FK berkurang menjadi 3,81, tetapi meskipun terjadi pengurangan, nilai FK bangunan modifikasi tersebut masih lebih besar dari 3 (FK yang disarankan) sehingga dapat dikatakan struktur bangunan bawah eksisting masih mampu menahan beban struktur bangunan atas meskipun dengan adanya tambahan 1 lantai menjadi 5 lantai.
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Verma, Parth, Priyanka Dhurvey, and Venkatesa Prabhu Sundramurthy. "Structural Behaviour of Metakaolin Geopolymer Concrete Wall-Type Abutments with Connected Wing Walls." Advances in Materials Science and Engineering 2022 (August 21, 2022): 1–10. http://dx.doi.org/10.1155/2022/6103595.
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This study work is related to exploring the role of connected wing walls in changing the behaviour of a metakaolin geopolymer wall type abutment when acted upon by all the forces that are generally applied on a short-span bridge. The modelling of abutment with connected wing walls is done using the STAAD Pro V8i SS6 software and all the loading applied for the analysis as per IRC: 6-2016. The modelling is done using the 4-noded plate elements for all the members, and the plate elements here are meshed using the quadrilateral meshing feature. The behaviour of the metakaolin geopolymer wall-type abutment is analyzed using various models with changing the basic parameters such as length of the wing walls, height of the walls, number of lanes on the bridge, and type of live load on the bridge. The various results are obtained in the form of bending moments from all the cases, which show us some really interesting behaviour of the abutment wall and the wing walls. As the length of the wing walls is increased, they take up more horizontal moments than the abutment wall and the deflection behaviour of the wing walls is way different than that of cantilever wall, and hence, it shows that the design aspects of the wing walls need to be checked. Also, the connected wing walls cause horizontal moments in the middle of the abutment wall, which is an interesting result; as now, it proves that after casting wing walls monolithically to the abutment wall, the design of the abutment wall cannot be done as cantilever wall, and we need to take care of this horizontal moment by providing required reinforcement. Also, as the length of the wing walls is short, the torsional moments become critical.
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Kulkarni, R. Ashutosh V., and Dr Aravindkumar B. Harwalkar. "Analysis and Design of Stadium with Truss System and Shell Roof Subjected to Wind and Seismic Loading." International Journal of Recent Technology and Engineering (IJRTE) 10, no. 3 (September 30, 2021): 55–66. http://dx.doi.org/10.35940/ijrte.c6419.0910321.
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In this paper Analysis and Design of different Structural elements of the football stadium are presented, with particular emphasis on the Combination of Steel Truss without and with Shell roof cover and its interȧction with the underlying reinforced concrete structures. The Football stadium considered for the study is of rectangular plan, with 85 m width and 140 m length and height of 19.5 m. The plan of Football Stadium is generated in AutoCAD 2016 software. The Stadium structure is composed of special moment – resisting framed. Wind velocity is taken as 39 mph and Seismic zone IV in this study. The proposed stadium is analysed using Equivȧlent static and dynamic ȧpproach by Reṣponse ṣpectrum ȧnd Time Hiṣtory ȧnȧlysis. In anȧlysing the ṣtructure, 21 load combinations are used. The grandstand ṣtructure is made of reinforced concrete and the roof is of ṣtructural steel using Pipe and Tube sections. Deȧd loȧdṣ, live loȧdṣ, wind ȧnd ṣeismic loȧdingṣ data are considered bȧsed on IS-875 (PART 1-3) 1987 ȧnd IS:1893 (Part 1):2016. IS456:2000 and SP16:1987 code is used for Design of R.C.C components such as Beȧm, Column, Seating Platform, Footing and IS 800:2007 code is used for Design of End Beȧring Plate connection with Truss member. Analysiṣ of truss and other elements is carried out with software program of Staad. Pro V8i SS6 and also the designs are carried out as per provisions of relevant Indian standards. On introduction of Shell-like roof for Open Stadium which is used not only to protect the Game from Glare of Sunshine and Rain but also appears unique and attractive. From the obtained results it is observed that the displacement due to Wind action in both X and Z direction reduces significantly by the introduction of Shell roof. Also, due to RSA and THA there is reduction in the displacement on introduction of Shell-like roof to an Open Stadium.
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Pandey, Mr Suryakant. "Seismic Analysis of L-Shape Multi-Storey RCC Building with X-Bracing in Different Effective Location and Pattern." International Journal for Research in Applied Science and Engineering Technology 9, no. 8 (August 31, 2021): 1150–70. http://dx.doi.org/10.22214/ijraset.2021.37530.
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Abstract: In this day and age of urbanization, there is a strong need for a large-scale high-rise apartment building in every city but high-rise construction systems are extremely difficult to construct in any seismic region due to the intense and disruptive nature of seismic forces. Seismic forces have the highest risk of causing the most harm to high-rise buildings. To meet this need, the Civil Engineering industry is constantly developing new groundbreaking techniques. To solve this problem RCC or steel bracings are provided in high-rise buildings which help to the low down the effect of seismic and wind forces. The main objective of this paper is to locate an effective position and pattern of the RCC X-bracing system in the L- shape multi-storey building which is subjected to seismic forces. According to a previous reference paper, X-bracing produces better results than other bracing systems. Analysis the seven types of frame models are taken – (1) Normal L-shape building without bracing, (2) Xbracing are provided at the face of L-shape building, (3) X-bracing are provided alternative pattern at the face of L-shape building from bottom to top floor, (4) X- bracing are provided zig-zag pattern at the face of L-shape building, (5) X-bracing are provided at the corner of L-shape building, (6) X-bracing are provided alternative pattern at the corner of L-shape building from bottom to the top floor, (7) X-bracing are provided zig-zag pattern at the corner of L-shape building. Developed and evaluated by response spectrum analysis method (Linear dynamic analysis) as per IS 1893-2000 using STAAD PRO V8i. In the present work G+12 storey, the L-shape frame structure is analyzed by using X-bracing. It is analyzed and the results of the Following Parameters are taken - (1) Peak storey shear, (2) Base shear, (3) Nodal displacement, (4) Maximum bending moment, (5) Total quantity of steel in the whole structure, (6) Total volume of concrete in the whole structure are evaluated and compared. Keywords: RCC Bracing, Seismic Behavior, Seismic Analysis, Peak Storey Shear, Base shear, Nodal Displacements, Maximum Bending Moment, The Total Quantity of Steel, The Total Volume of Concrete
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Patil, Mr A. P., Mr A. A. Choudhari, Mr P. A. Mudhole, Mr V. V. Patole, Ms A. D. Dange, and Ms S. K. Chendake. "Design & Analysis of Multi Storeyed Building (G+10) By Using Stadd Pro V8i (Series 4)." International Journal of Advanced engineering, Management and Science 3, no. 3 (2017): 277–80. http://dx.doi.org/10.24001/ijaems.3.3.23.
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López Ruiz, Damián. "Décimo aniversario de Nude 2011. Presentación y promoción de jóvenes diseñadores de la EPS." i+Diseño. Revista Científico-Académica Internacional de Innovación, Investigación y Desarrollo en Diseño 6 (October 2, 2011): 60–63. http://dx.doi.org/10.24310/idiseno.2011.v6i.12639.
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En la reciente edición de Nude 2011, en paralelo a la Feria Hábitat de Valencia, es un año más la ocasión de la presentación y promoción internacional de los jóvenes diseñadores, por iniciativa personal o apoyados por las diferentes centros de enseñanza, que se dan cita en este consolidado evento. Muestra de ello es el propio stand de la Escuela Politécnica Superior de Málaga, patrocinado por el Colegio de Ingenieros Técnicos de esta ciudad, que se presentaba, por primera vez, con una selección de proyectos de J. Abel Romero y de J. del Hombre Bueno, además de apoyar el stand Leblume Design, de Damián López, egresado también de este centro.
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Harinkhede, Pragya D., and Varsha R. Harne. "Analysis of precast box section of a bridge for different span lengths." IOP Conference Series: Earth and Environmental Science 982, no. 1 (March 1, 2022): 012072. http://dx.doi.org/10.1088/1755-1315/982/1/012072.
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Abstract In the present scenario, Minor bridges over small rivers have become necessary for the nation’s development to connect the country’s most remote corners. In this paper initially, 30 m of Minor Multi-cell Box type Bridge with different number of precast sections along with the different types of load such as Dead Load, Live Load, Super Imposed Dead Load, Earth pressure, and vehicle load such as Class “A” vehicle, 70R bogie vehicle, 70R Wheeled vehicle, 70R Tracked vehicle, as per IRC is analyzed. Also, various Load Combinations are applied to bridge structure such as limit state of collapse and limit state of serviceability, for accurate results of Bending Moment and Shear Force critical sections are marked. The aim and objective of the work are to analyze and design the different span lengths 3.43, 4, 4.8,6,8 m of box sections for the Indian Road Congress Code (i.e. IRC 6-2017 and IRC 112-2011). This has been done by analyzing the structure using software STADD PRO V8i. And design validating with manual results by developing the Microsoft Excel Sheet. From analysis and discussion, it is concluded that 5 sections of 4.8 m span which give better results and minimum cost compared to other section.
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Miranda, Mario de França. "Fraternidade: uma noção universal?" Revista Eclesiástica Brasileira 81, no. 319 (June 28, 2021): 264–79. http://dx.doi.org/10.29386/reb.v81i319.2758.
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A Encíclica Fratelli Tutti, centrada na noção de fraternidade, vai dirigida a toda a humanidade, como se depreende de sua leitura. Entretanto, esta noção básica tem raízes judaico-cristãs. Como ficam as demais religiões? Daí a questão do título. Numa parte inicial se examina a relação da religião com seu contexto sociocultural; em seguida se apresenta a atuação do Espírito Santo como fator universalizante da fé cristã, embora sua ação seja diversamente captada e expressa. Numa terceira parte se estuda a gênese histórica do conceito de fraternidade, sua compreensão por parte da fé cristã e a dificuldade de exportá-la para outras tradições religiosas. Contudo, numa parte final, por serem as religiões entidades porosas que se influenciam mutuamente, a noção de fraternidade pode ser acolhida, embora sofrendo certa limitação em seu sentido. Por isso mesmo, no final, propomos a noção mais geral de dignidade humana, fundamental numa época em que o ser humano é sacrificado ao lucro e à produtividade.
Abstract: The Encyclical Fratelli Tutti, centered on the notion of fraternity, is directed to the whole of mankind, as we can infer by reading the text. However this basic notion has Judeo-Christian roots. How do the other religions stand in this case? Therefore the question contained in the title. In an initial part the relationship between religion and its sociocultural context is examined; next, the acting of the Holy Ghost as a universalizing factor of the Christian faith is examined, although its action may be expressed and received in different ways. In a third part the historical genesis of the concept of fraternity is studied, including its understanding on the part of the Christian faith and the difficulty to export it to other religious traditions. However, in a final part, because religions are porous entities that mutually influence each other, the notion of fraternity may be accepted even if after undergoing a certain limitation in its sense. For this very reason, at the end, we propose a more general notion of human dignity, fundamental at a time when the human being is sacrificed to profit and productivity.
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SILVA, Mateus Magalhães da, and Isael José SANTANA. "A CONSTITUIÇÃO DA REPÚBLICA DE 1988 VAI ÀS ESCOLAS DE ENSINO MÉDIO EM PARANAÍBA: O DIREITO ACHADO NA RUA COMO METODOLOGIA EM PROL DA FORMAÇÃO CIDADÃ ATIVA." UNIFUNEC CIENTÍFICA MULTIDISCIPLINAR 12, no. 14 (May 22, 2023): 1–14. http://dx.doi.org/10.24980/ucm.v12i14.5754.
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O objetivo deste projeto é dialogar com os jovens secundaristas da Escola Estadual “José Garcia Leal” e Escola particular “Objetivo”, ambas do município de Paranaíba-MS, acerca de noções básicas de Constituição da República Federativa do Brasil (CRFB), cidadania e direitos humanos (DH). Diante desse propósito, o projeto será realizado com a metodologia do DAnR (direito achado na rua), por meio de rodas de conversas em uma das instituições públicas e privadas de ensino médio do município de Paranaíba-MS, a fim de levar o ensino da Universidade Estadual de Mato Grosso do Sul, Unidade Universitária de Paranaíba, à comunidade externa. Espera-se que a extensão possibilite caminhos para o conhecimento de direitos, para que os próprios alunos saibam defender seus direitos e dos demais de toda a coletividade. THE CONSTITUTION OF THE FEDERATIVE REPUBLIC OF BRAZIL 1988 COMES TO HIGH SCHOOLS IN PARANAÍBA: THE STREET LAW AS A METHODOLOGY FOR ACTIVE CITIZENSHIP EDUCATION ABSTRACT The purpose of this project is to engage in dialogue with high school students from "José Garcia Leal" public school and "Objetivo" private school, both from the city of Paranaíba-MS, about the basics of the Constitution of the Federative Republic of Brazil ("CFRB"), citizenship, and human rights (HR). In this view, the project will be carried out using the Street Law (SL) approach, through conversation rounds in one of the public and private high school institutions in the city of Paranaíba-MS, with the purpose of taking the teaching of the State University of Mato Grosso do Sul, University Unit of Paranaíba, to the surrounding community. It is expected that the extension will provide opportunities to learn about rights, so that the students themselves will know how to stand up for their own rights and for the rights of other people in society. Keywords: Constitution. Human Rights. Citizenship.
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"Analysis & Design of Flyover by using Staad. Pro v8i." International Journal for Modern Trends in Science and Technology 7, no. 03 (April 19, 2021): 272–79. http://dx.doi.org/10.46501/ijmtst0703041.
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As the population is growing, urbanization is caused which results in increasing of traffic with usage in more number of vehicles for different means of transport.As stated above the growth of population and the usage of vehicles for their different means will automatically result in increase in flow of vehicles which is called as traffic. To overcome the issue of traffic getting jammed (which means having obstacles for free moment or flow at a particular place), there are many different ways implemented to overcome it. When coming to Highways one of the efficient ways of overcoming it is construction of a flyover.Here in this project we are going to a design a flyover at Morampudi Junction located in Rajahmundry Andhra Pradesh along the National Highway 216A as a proposal in order to overcome the issue of traffic jam and also to reduce the rate of accidents occurring at the junction. By considering all the data collected conducting different examinations I am going to design and analyze the flyover using software STAAD.Pro V8i to study Bending Moment, Shear Force, Nodal Displacement values by considering various types of loads considered are Dead Loads, Live Loads, Wind Loads, Vehicle Load which are taken from Indian Standard Codes IS – 456, IS – 800 & IRC: 6 - 2016.
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Entidhar Al-Taie, Nadhir Al-Ansari, Sven Knutsson, and Tarek Edrees Saaed. "Foundation Assessment in Different Parts of Iraq Using STAAD Pro V8i." Journal of Civil Engineering and Architecture 7, no. 3 (March 28, 2013). http://dx.doi.org/10.17265/1934-7359/2013.03.003.
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"Analysis and Design of Transmission Tower with Isolated Footing." Issue 4, Volume 5 (August 7, 2020): 35–42. http://dx.doi.org/10.46243/jst.2020.v5.i5.pp35-42.
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A transmission tower is a tall structure, usually a steel lattice tower used to support an overhead power line. They are used in high voltage AC and DC systems. Steel tower structure resting on footings are currently becoming popular in any geographical location for electrical transmission, microwave transmission etc. It is necessary to have an understudy of the behavior of such structures and provide an economical design. To understand the performance of such high rise structures, it is necessary to know their behavior considering the soil structure interaction. Modeling of Transmission tower for the validation purpose is done. The basic soil properties of laterite were also found accordingly. Here the entire transmission tower with the isolated footing is modeled and analyzed in STAAD Pro V8i and STAAD Foundation software. The total load transmitted to each tower leg is found using STAAAD Pro and the size of isolated footing under each tower leg is determined using the STAAD Foundation software respectively. If required the soil structure interaction effects (SSI) can also be found easily
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"Analysis of Transmission Tower using Stadd Pro." International Journal of Innovative Technology and Exploring Engineering 9, no. 5 (March 10, 2020): 1285–89. http://dx.doi.org/10.35940/ijitee.e2787.039520.
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Present days there are a lot of interest for power in the private and open parts in India has been expanded and to full fill, the interest of power a few activities is being taken by the legislature of India. From the source power to the customer the transmission tower is utilized as a transport framework. Right now, endeavor has been made to investigation a 36 m high transmission tower 3D model with the assistance of STAAD Pro (V8i) programming utilizing the codal arrangements of IS 800:2007 and furthermore the manual count of every part are determined for the examination as per codal arrangements.As per IS 875 (part III) code, the wind zone 3 height 36 m, landscape classification 2 and fundamental wind speed 39 m/sec are considered for the analysis. The damping ratio is 0.05 is also considered in the analysis. The results are concluded in terms of stability against wind force, structural, statically stable of all steel components.
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Bhanarkar, Prince. "Research Paper on Analysis and Design of Steel Truss by using Angle and Tube Section." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 06, no. 06 (June 13, 2022). http://dx.doi.org/10.55041/ijsrem14516.
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Now a days many structures such as railway station roof, aircraft hangers, airport terminals, parking garage, industrial building roof, large factory roof, multi-story roof truss, parking garages roof truss are for the best truss section which will suited for that selected steel roof truss structures because of the large spacing required heavy concreting and large quantity of steel for beam, column and slab casting so that is why, it is uneconomical and deflection in member is more. That’s why most probable solution for this condition tubular steel truss is unique solution within the economical point of view and various parameter are high in strength to weight ratio, low maintenance cost, long life span, no angularity, easy to manufacture and install. In today’s construction industry most of the steel building are constructed with critical sections of steel which is analysis and designed also built by regular practices approaches, therefore result of such structures are under in heavy loads or highly expensive structures. So tubular trusses are the most effective and best possible replacement for regular steel angle section. As we compare various section it is best construction industry as one of the types of steel section is most light weigh, with less economy, and other technical parameters. For low-cost economy point of view which is the main objective of the research work includes comparison of regular steel angle section structures with tube section structure for selected steel roof truss conditions. After reading literature review it is found that 15-20% cost is saved by using tube section. Analysis and design of steel roof truss elements was carried out by STADD PRO V8i computer software, by manually applying Indian Standards codes of practices. The advantage of tube section buildings is under the economy of roof truss design. There are totally different ten types of the steel roof truss section available in market. As we comparing two of them which are angle and tubular section. Other are I- section, T-section, Channel Section, Round bars, square bars, Corrugated Sheet, expanded metals, Flat sheets. This research study is carried out to provides in comparing that which method is low in economy, more load capacity of load transport of roof to purlins and purlins to members then member to column and further column to RCC block then RCC block to soil subgrade. Comparing both the section on the economical parameters by STAAD PRO V8i Software by calculating steel take off and price comparison of both the section. Also comparing parameters like node displacement, node reaction, beam reaction, min. & max axial forces and beam stresses. Structural analysis and design of both section by STADD PRO V8i computer software. After reviewing literature review papers final research paper is based on optimum and accurate steel roof truss design. Manually calculate dead load, dead load and wind load by using Indian Standard Code of Practice IS 800:2007 and IS 875(Part 3)-1987. The STAAD PRO OUTPUT method is used for determining the quantity of steel (weight) & other parameter like max. vertical displacement, max. & min. vertical force, moment at X-axis, moment at Z- axis. After analyzing fully deciding and comparing least value of quantity of steel take off in software considered as most economical truss. Key Words: Structural Analysis, Conventional/Traditional Steel Truss, Angle Section, Tube Section, AutoCAD, STAAD PRO V8i, Steel Roof Truss, IS 800: 2007, IS 806: 1968, IS 875 : 1987 for Tube Section, etc.
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"Impact of Revised Code Provisions of Seismic and Wind Loads on RCC Elevated Water Tanks." International Journal of Innovative Technology and Exploring Engineering 8, no. 11 (September 10, 2019): 1216–21. http://dx.doi.org/10.35940/ijitee.j9341.0981119.
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Reinforced concrete elevated water tanks have been reckoned as importance structure for post-earthquake and Post cyclonic emergency service consideration.Certain additional guidelines have been recommended in IS 1893 (Part-2) 2014 Earthquake code and IS 875 (Part-3) 2015Wind load code in cyclonic prone areas of Indian peninsula. Three different capacities of RCC Elevated water tanks have been examined the effects of revised code provisions with the STAAD Pro (v8i) software to assess the internal parameters such as axial force at the ground level, Bending moment, Base Shear force and finally the quantity of steel required. The effect of Zonal classifications is illustrated and finally it can be concluded that the Earthquake design criteria governs when compared to Cyclonic load consideration
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"Optimization of the Location of Shear Wall in a Multistory Building." International Journal of Innovative Technology and Exploring Engineering 9, no. 2 (December 10, 2019): 3981–83. http://dx.doi.org/10.35940/ijitee.b7298.129219.
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A Shear Wall Is An Upright Part Of A Seismic Strength Resisting System That Is Planned To Defend Against In-Plane Adjacent Forces, Characteristically Wind And Seismic Loads. In Many Ruled Buildings, Global Building Code And Intercontinental Residential Code Manages The Design Of Shear Walls. The Loads Of The Shear Walls Resists Loads Which Is Equal To The Plane Of The Walls. Collectors As Well Known As Drag Associates, Handover The Diaphragm Shear To Shear Walls And Other Vertical Features Of The Seismic Force Resisting Arrangement. In This Study, We Have Selected” Optimization Of The Location Shear Wall In A Multistory Building” Analysis Is Done On The Multistory Building. The Model Of Shear All N Building Is Design In The Staad Pro V8i (Series 4) Designing & Analysis Software. Then Giving It The Constrains Which Are Act On The Acting Earthquake Load And Wind Loads On Building Made Nodes Weak To Strengthen That Node We Provide The Shear Wall. After Adding Of Shear Wall On Building Into Model & Analysis It On Staad Pro In Std Format. After The Analysis Of The Location Of Shear Wall On Building It Analyzed That The Shear Wall Location In Multistory Building Providing The Strength To Weak Nodes Of Building And Helps The Building To Resist The Lateral Loads, Wind Loads And Earthquake Load Acting On Building.
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Aravind, T. N., and Supriya Xavier Lopes. "Performance Comparison of PEB Structure for Lateral Loads Using Different Bracing Systems." International Journal of Innovative Research in Science,Engineering and Technology 11, no. 10 (November 1, 2022). http://dx.doi.org/10.15680/ijirset.2022.1110024.
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:The main objective of this project is to analyse & study the comparative performance of PEB structure with and without bracings such as X, V, Inverted V, Forward Diagonal Bracing, Backward Diagonal Bracing, K Bracing using Staad Pro V8i software. In earthquake zone the displacement and deflections of the structures will be more so to have more stiffness to the structure bracings are provided, hence this study compares the structures results with various bracings to find the best structure for lateral loads. All the considered structures have been subjected to various loads such as dead loads, live loads, earthquake loads. This study is mainly based on Static Equivalent Method of Analysis. Analysis was done as per IS:1893-2016. The results provide good evidence about the various parameters and show their performance on different conditions of the structure. For the obtained results we will check and conclude the best performing structure among all the other considered structure.
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"Comparative Study of Regular and Irregular RC Structure in Different Seismic Zones and Soil Types." Earth & Environmental Science Research & Reviews 5, no. 4 (October 5, 2022). http://dx.doi.org/10.33140/eesrr.05.04.01.
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The resistivity of lateral forces (Wind and Seismic loading) by any structure is very much challenging. It is also one of the reasons for the failure of the reinforced concrete (RC) structure due to its asymmetric distribution of mass, strength, stiffness, and non-uniform geometrical configurations. Knowing the effect of various soils in the construction of RC structures is essential to determine the structural performance in the presence of seismic load ahead of construction. This research aims to compare regular and irregular RC structures in different seismic zones, and soil types with the provisions suggested in IS code 1893(part1):2016 and IS 875(part3):2015 using STAAD Pro V8i. Research work calculated the critical design loading for multi-story buildings put through basic wind speeds of 50 m/s and seismic zones (II, III, IV, V). The response of a G+20 storeyed RC framed building to seismic loads is examined using Indian Standard code IS 1893(part1):2016 and wind loads using Indian Standard code IS 875(part3):2015.
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Patel, Hani, and Dhruv Patel. "ANALYSIS OF T BEAM IN RC DECK SLAB BRIDGE WITH VARYING THICKNESS." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH, June 1, 2021, 41–45. http://dx.doi.org/10.36106/ijsr/0833891.
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Bridges variety in period from some meters to several kilometres. They are among the most important structures built by way of guy. The demands on layout and on materials are very high. A bridge needs to be sturdy enough to assist its own weight further due to the fact the weight of the individuals and cars that use it. The shape additionally must face up to several natural occurrences, including earthquakes, sturdy winds, and changes in temperature. Numbers of bridges have a concrete, steel, or wood framework & an asphalt or concrete route on which people and cars tour. The analysis of a 3-span lane T-beam bridge is nished by various the span of 10m, 15m, 18m, with various span/Depth ratio and quantity of longitudinal & cross girders using software program Staad Pro v8i. To gain most bending second and shear force in girder, most Stresses in slab and maximum response and second on the guide, the bridge fashions are subjected to the IRC magnicence AA Tracked loading device and concluded that with the increase in shear force, bending moment and deection inside the girder and version of stresses in slab.