Academic literature on the topic 'STAAD PRO V8i'

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Journal articles on the topic "STAAD PRO V8i"

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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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Dissertations / Theses on the topic "STAAD PRO V8i"

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ANKIT, KUMAR. "SKEW BEHAVIOR IN DESIGN OF STEEL COMPOSITE SUPERSTRUCTURE." Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18839.

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The skew effect in a bridge makes the designing and analyzing of bridge more complex. Bridge design is more troublesome by considering skew angle in the engineering community, so there is a requirement to study the effect of skew angle on the skewed bridges such as bending moment, shear force, and other parameters. This investigation based on the effect of skew angle on the design of steel composite super structures in bridges. Four models have been created and have been utilized by using Finite element-based software STAAD PRO V8i. Skew angles are taken as 0, 15, 30, and 45 degrees and all models are exposed to IRC class A, IRC class 70R vehicle and Special Vehicle loading. Results for skewed bridges are in examination with the straight or non-skewed bridges.
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Book chapters on the topic "STAAD PRO V8i"

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Suárez, Juan Antonio. "Failure, Erasure, and Oblivion in João Pedro Rodrigues and João Rui Guerra da Mata’s Asian Trilogy: Red Dawn, The Last Time I Saw Macao , and Iec Long." In ReFocus: The Films of Joao Pedro Rodrigues and Joao Rui Guerra da Mata, 95–111. Edinburgh University Press, 2022. http://dx.doi.org/10.3366/edinburgh/9781474460804.003.0008.

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This chapter explores João Pedro Rodrigues and João Rui Guerra da Mata’s Macao films – Alvorada Vermelha (Red Dawn, 2011), A Última Vez que Vi Macau (The Last Time I Saw Macao, 2011), and Iec Long (2015). They recast many of the topics present in Rodrigues’ earlier work: the revision of classical genre; the transnational condition present in China China (2007) and Mahjong (2013); transgressive, at times abject, corporeality; and the charged presence of animals, both interchangeable with and symbolic of humans. But the Macao films embed these themes in a nostalgia and reminiscence, both through Rui Guerra’s allusions to his childhood years on the island and through the subtle recycling of a pre-existing audiovisual repertoire. As such, this chapter investigates these films’ insistent materiality. The object world is, in these films, a memory holder, a stand-in for corporeality, a sign to be decoded, and a narrative trigger. It contributes to communicating the fluidity of borders and identities, and the liquidity of desire, but it also purveys moments of opacity and blockage. Such contrapuntal pull accounts for much of the style and affect in these stories.
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"their own natural seats laid to the view, that we seem by many readers today as humanly constructed, its not to hear of them, but clearly to see through them’ reconstruction in the poem is where we meet. (Defence of Poetry 86). In other words, we do not In his Discourse on Civil Life (1606), Lodowick see beyond, or outside, the virtues to something else Bryskett writes that Spenser is known to be very but rather through them as lenses. Only by so seeing well read in philosophy, both moral and natural, and through them may we share Spenser’s vision of that he intends to appeal to him to learn what moral human life from his moral perspective. It follows that philosophy is, ‘what be the parts thereof, whereby finally nothing outside the poem is needed to under-vertues are to be distinguished from vices’ (21). stand it, except (for us) the shared primary culture of Spenser rightly terms his poem ‘this present treatise’ its first audience. (I adapt the term ‘primary culture’ (in the current sense of the term) for his task is ‘True from the account by N. Frye 1990b:22–23 of ‘pri-vertue to aduance’ (V iii 3.8–9). One chief problem mary mythology’ or ‘primary concerns’ in contrast to is to separate virtue from vice, for what used to be ‘secondary concerns’, such as ideology.) called virtue ‘Is now cald vice; and that which vice To gain ‘an exact knowledge of the virtues’ was hight, | Is now hight vertue, and so vs’d of all’ (V needed to write The Faerie Queene, Spenser calls proem 4.2–3). Raleigh makes the same point in the upon the muses to reveal to him ‘the sacred noursery History of the World 1614:2.6.7: ‘some vertues | Of vertue’ (VI proem 3.1–2). Since he goes on to and some vices are so nicely distinguished, and so claim that the nursery was first planted on earth by resembling each other, as they are often confounded, the Gods ‘being deriu’d at furst | From heauenly and the one taken for the other’; and he praises The seedes of bounty soueraine’, for him the virtues exist Faerie Queene because Spenser has ‘formed right true transcendentally. As this nursery provides what vertues face herein’ (CV 2.3). The problem is noted Sidney calls ‘that idea or fore-conceit’ by which the in the opening cantos of the poem: in the argument poet’s skill is to be judged rather than by the poem to canto i, the Red Cross Knight is called ‘The itself, his effort as a poet is to plant its garden of Patrone of true Holinesse’, but he is so named only virtue in the minds of his readers so that they may after Archimago assumes his disguise. Then readers share his state of being ‘rauisht with rare thoughts are told – in fact, they are admonished – that ‘Saint delight’. Since ‘vertues seat is deepe within the mynd’, George himselfe ye would haue deemed him to be’ (ii however, he does not so much plant the virtues in 11.9), as even Una does. them as nurture what is already there. Today Spenser’s purpose may seem ideologically To spell out this point using the familiar Platonic innocuous but in his day those who called virtue vice, doctrine of anamnesis: while Spenser needed an exact and vice virtue, may well have regarded the poem knowledge of the virtues in order to write his poem, as subversive. But who were they? Most likely, the his readers need only to be reminded of what they pillars of society, such as Burghley (see IV proem already know (even today) but have largely forgotten 1.1–2n), theologians, such as John King who, in (especially today). What he finds deep within the 1597, complained that ‘instead of the writings of minds of his readers may be identified with the Moses and the prophets . . . now we have Arcadia, primary culture upon which his poem draws. It led and the Faëry Queene’ (cited Garrett 1996:139), him to use allegory, which, as Tuve cited by Roche and those religiously-minded for whom holiness 1964:30 explains, ‘is a method of reading in which meant professing correct doctrine; temperance we are made to think about things we already know’; meant life in a moral strait-jacket; chastity meant the and to use proverbs extensively, as Cincotta 1983 rejection of sexual love; friendship meant patriarchal explains, as a means to give authority to his poem. family ties; justice meant the justification of present Being primary, this culture is basic: simply expressed, authority; and courtesy meant the conduct of it is what we all know as human beings regardless of Elizabeth’s courtiers – in sum, those for whom virtue gender, race, religion, and class. It is what we just meant remaining subject to external law rather living know and have always known to be fair, right, and in the freedom of the gospel. just, both in our awareness of who we are and also Although generally Spenser overtly endorses the our relation to society and to some higher reality claims of noble blood, his poem values individual outside ourselves, both what it is and what it ought worth over social rank by ranking middle-class nur-." In Spenser: The Faerie Queene, 29. Routledge, 2014. http://dx.doi.org/10.4324/9781315834696-27.

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Conference papers on the topic "STAAD PRO V8i"

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Sealey, Janean, Lars Gordon, Rasko Ojdrovic, and Anna Pridmore. "Application of CFRP for Steel Pipeline Upgrades at Surry Power Station." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-66129.

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The Surry Power Station completed a proactive upgrade of 96-inch, 42-inch and 30-inch steel pipelines in circulating and service water systems using a structural upgrade approach with internally applied carbon fiber-reinforced polymer (CFRP) composites. This paper provides an overview of the two-year project from options analysis and pre-planning to completion of the CFRP lining. This will include the discussion of the process Surry Power Station used for options analysis, technical vetting of the repair solutions, procurement method and award criteria. The project implementation discussion will include: (i) Design approach for stand-alone carbon fiber upgrade of steel pipelines; (ii) Extensive pre-planning and contingency planning process; (iii) Success strategies for challenge meetings on pipeline repair projects; (iv) Effective safety programs; (v) quality control programs; and (vi) Step-by-step view of the carbon fiber installation. The installation portion of the paper will include a discussion of challenges encountered and overcome during construction, along with lessons learned which are being applied for future similar projects.
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