Practical Analysis on Failure of Construction Beam | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article Practical Analysis on Failure of Construction Beam Prof. R.S. Shreshthi This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-3869484/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract In these studies, we have investigated about two zones of beam namely as Compression and tension zone. A beam is specified with two zones as compression zone and tension zone. Compression zone arise at top part of Neutral axis and Tension zone arise at bottom part of neutral axis. Here in case of Reinforced concrete beam, steel plays a vital role to support especially in tension zone. Here we have conducted test on different specimen with different reinforcement at tension zone of concrete with different depths of beam specimen. In Case One - We have used equal reinforcement in both zones. In Case Two - Higher reinforcement in Tension zone and low reinforcement in compression zone. In Case Three – Reinforcement only in tension zone. Comparing all three cases we found that the strength achieved in case two Higher reinforcement in Tension zone and low reinforcement in compression zone. is nearly more than 90% as compare to case where We have used equal reinforcement in both zones. Neutral Axis. Concrete. Compression zone. Tension Zone. Steel Reinforcement. Deep beams. Flexural strength Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Posted Version 1 posted You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-3869484","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Research Article","associatedPublications":[],"authors":[{"id":267644635,"identity":"0cc2b8ae-dff0-442f-a9fe-e07e1c865edb","order_by":0,"name":"Prof. R.S. Shreshthi","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA9UlEQVRIiWNgGAWjYFACHhBxAMxgZjCwATIYGw8Qq4WxmcEgDaSlgRQtDIcZYFycwLy99+Dngj938vn5zx5/XFBw3m5t+2GgLTU20bi0yJw5lyw9s+2Z5cwZeYnNMwxuJ287kwjUciwttwGHFgmJHANp3obDBgY3eAybeYBazA4AtTA2HManxfg3z5/DBvbnz4C0nEs2O/+QoBYzaR42oC0MOSAtB+zMbhCyheeMmTVv22EDiRs5hrN5DJITzG4AbUnA5xf2HuPbIIfx958x+Mzzx87e7Hz6wwcfamxwasEAiWCVCcQqBwF7UhSPglEwCkbByAAAw+Zg92Lst1oAAAAASUVORK5CYII=","orcid":"","institution":"","correspondingAuthor":true,"prefix":"","firstName":"Prof.","middleName":"R.S.","lastName":"Shreshthi","suffix":""}],"badges":[],"createdAt":"2024-01-16 10:29:29","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-3869484/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-3869484/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":49817596,"identity":"f7aa8b70-329c-430c-9c00-ffc9a78e5f2b","added_by":"auto","created_at":"2024-01-18 13:52:35","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":421691,"visible":true,"origin":"","legend":"","description":"","filename":"PracticalAnalysisonFailureofConstructionBeam.pdf","url":"https://assets-eu.researchsquare.com/files/rs-3869484/v1_covered_c03aeada-7d09-40d2-8632-3d10fffac316.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Practical Analysis on Failure of Construction Beam","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":false,"hideJournal":true,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":true,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":true,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"
[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"Neutral Axis. Concrete. Compression zone. Tension Zone. Steel Reinforcement. Deep beams. Flexural strength","lastPublishedDoi":"10.21203/rs.3.rs-3869484/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-3869484/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eIn these studies, we have investigated about two zones of beam namely as Compression and tension zone. A beam is specified with two zones as compression zone and tension zone. Compression zone arise at top part of Neutral axis and Tension zone arise at bottom part of neutral axis. Here in case of Reinforced concrete beam, steel plays a vital role to support especially in tension zone. Here we have conducted test on different specimen with different reinforcement at tension zone of concrete with different depths of beam specimen. In Case One - We have used equal reinforcement in both zones. In Case Two - Higher reinforcement in Tension zone and low reinforcement in compression zone. In Case Three \u0026ndash; Reinforcement only in tension zone. Comparing all three cases we found that the strength achieved in case two Higher reinforcement in Tension zone and low reinforcement in compression zone. is nearly more than 90% as compare to case where We have used equal reinforcement in both zones.\u003c/p\u003e","manuscriptTitle":"Practical Analysis on Failure of Construction Beam","msid":"","msnumber":"","nonDraftVersions":[{"code":1,"date":"2024-01-18 12:26:13","doi":"10.21203/rs.3.rs-3869484/v1","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","journal":{"display":true,"email":"
[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true}}],"origin":"","ownerIdentity":"f3090472-1e84-4b63-8380-53eb4bca3ecf","owner":[],"postedDate":"January 18th, 2024","published":true,"recentEditorialEvents":[],"rejectedJournal":[],"revision":"","amendment":"","status":"posted","subjectAreas":[],"tags":[],"updatedAt":"2024-01-18T13:44:20+00:00","versionOfRecord":[],"versionCreatedAt":"2024-01-18 12:26:13","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v1","identity":"rs-3869484","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-3869484","identity":"rs-3869484","version":["v1"]},"buildId":"qtupq5eGEP_6zYnWcrvyt","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}
Text is read by the "Ask this paper" AI Q&A widget below.
Extraction quality varies by source — PMC NXML preserves structure
cleanly, OA-HTML may include some navigation residue, and OA-PDF can
have broken hyphenation. The publisher copy
(via DOI)
is the canonical version.