Video thumbnail for Bar bending schedule of  4L stirrups | BBS of 4L Ties | Reinforcement details | Civil Tutor

Bar bending schedule of 4L stirrups | BBS of 4L Ties | Reinforcement details | Civil Tutor

Nov 23, 2024
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Civil Tutor

Welcome back to our channel! In today's tutorial, we're diving into an essential skill for construction enthusiasts: calculating the cutting length of a 4-legged stirrup for a column. 🏗️ If you're eager to elevate your construction knowledge, this is the video for you! Advanced Quantity Surveying + Bar Bending Schedule (Hindi / English) https://fnrjb.courses.store/264604 Join our online courses here https://fnrjb.courses.store/?filterId=33&sortId=7 Complete Building Design combo course (Hindi + English) https://fnrjb.courses.store/130675 Site Engineer Course in English https://fnrjb.courses.store/137112 Professional Drawing reading course https://fnrjb.courses.store/137097 Staad.Pro + RCDC Building Design & Detailing Course (English + Hindi) https://fnrjb.courses.store/197012 Download our app here 👇🏽 https://clpsheldon.page.link/x3kb Compiled PDFs👇 http://store.civiltutorofficial.com In this step-by-step guide, we'll break down the process of determining the precise cutting length of a stirrup, turning a complex calculation into an approachable task. 📏 We'll be using a column with dimensions 400mm in width and 600mm in depth, featuring main bars with a diameter of 20mm and 8mm stirrups, each with a clear cover of 40mm. Before we delve into the calculations, let's set the foundation. In this four-legged stirrup arrangement, the cutting length for stirrup-1 and stirrup-2 is identical, simplifying our approach. The crucial formula for calculating the cutting length "L" is: L = [(2 × (a + b)) + hook length) − (90° bend + 135° bend)] First, we establish "a" by finding the value of "X," which represents the center-to-center spacing between the longitudinal bars horizontally. Using the formula: X = (Width of column − (2 × Clear cover + 2 × Diameter of stirrup + 2 × Diameter of main bar / 2)) / 3 We find X = 111.33mm. With "X" in hand, we determine "a": a = (2 × X) + (2 × ½ × Diameter of main bars) + (2 × ½ × Diameter of stirrup) a = 250.66mm. Next, we calculate "b": b = Column depth - (2 × Clear cover + 2 × ½ × Diameter of stirrup) b = 512mm. Now, onto the grand finale! The cutting length "L" for stirrup-2 takes shape: L = [(2 × (a + b)) + hook length) − (90° bend + 135° bend)] Substituting values: L = [(2 × (250.66mm + 512mm)) + (10 × Diameter of rebar) − (3 × 2 × Diameter of rebar + 2 × 3 × Diameter of rebar)] The result: L = 1589.32mm. And there you have it! 🎉 The cutting length for both stirrup-1 and stirrup-2 in this four-legged stirrup arrangement is 1589.32mm. Empower yourself with this newfound knowledge and conquer your construction projects with confidence. Don't forget to hit the like button if you found this tutorial helpful, and subscribe for more construction insights and practical skills. Thanks for tuning in, and until next time, keep building and learning! 🏗️📚 Must-have books for civil engineers 👇🏽 The A to Z of Practical Building Construction and Its Management https://amzn.to/3HKmjm9 Building Planning and Drawing https://amzn.to/3sPztdA Illustrated Design of Reinforced Concrete Buildings ( Design of G+3 Storeyed Buildings + Earthquake Analysis & Design) https://amzn.to/3tD9aGq Advanced Reinforced Concrete Design https://amzn.to/3IRZwGn Limit State Design of Steel Structures https://amzn.to/3pIk1O6 Estimating and Costing in Civil Engineering (Theory and Practice) https://amzn.to/3IWcwLq The mic I use👇🏽 https://amzn.to/35ejhcN #BBS #quantitysurveying #barbendingschedule

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