Structural Guide © 2020. The following table can be referred to find the bending moment coefficients. Just click the review tab and then click "Unprotect Sheet" (for Excel 2007), Calculation ReferenceReinforced Concrete DesignBS8110| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |Analysis of Reinforced Concrete, US +1 617 5008224 Design of Slab by Sharifah Maszura Syed Mohsin Type of Two way slab •Simply supported two way slab (unrestrained). Fig. var addy8eba7340303e66f1f9933568044c4d69 = 'crystalinv' + '@'; fc’= 17.25 MPa fy = 300 MPa Analysis and Design of Slabs Two Way. The details will be automatically copied to the other sheets. One way spanning slabs Slab design, BS 8110 slab design, how to determine ultimate load for slabs, how to check for deflection in slabs, how to calculate for dead load, how to calculate for lever arm, basics of slab design, how can I design a 2 way spanning slab, Design is in accordance with BS 8110-1:1997. Design Of Reinforced Concrete Structures ii Two-Way Slabs 8 C: Cross sectional constant defines torsional properties C = X: smallest dimension in the section of edge beam. •Restrained two way slab (continuous). the building width × column spacing, exceeds 30 m2. The bending moment can be found using bending moment coefficients given in the code. by mobile, EU +44 113 8152220 - Continuous One-way Slab - Table 3.12: Ultimate moment and shear coefficients in continuous one way slab (Ref. So part of the load is carried by one set and the remainder by the other. have discussed in addition to other aspects. 1. nice user-friendly interface 2.2 Singly reinforced beam design, 2.3 Notations in beam design, 2.4 Analysis of singly reinforced beam section, 2.5 Design methodology and 2.6 Assignment 2.1 Introduction to Reinforced concrete beams Prime purpose of beams - transfer loads to columns. Company details cannot be entered in the other sheets directly.KEY INFORMATIONMicrosoft ExcelThis spreadsheet has been developed for use in Microsoft Excel 2007 on the Microsoft Windows XP operating system.British Standard Specification (BSI)This spreadsheet has been developed to comply with BS 8110 : Part 1 : 1997 SupportPls direct your comments and suggestions to: This email address is being protected from spambots. In the Eurocodes, the analysis of flat slab is the same as that recommended in BS 8110. This spreadsheet performs an analysis and design of two-way spanning reinforced concrete slab. Design is in accordance with BS 8110-1:1997. There are two equations that can be used to find the bending moments. It can be used by both practicing Engineers and students. There is two conditions that should be satisfied to use the above table. EC2 Webinar - Autumn 2016 Lecture 5/2 Designing for shear in slabs • When shear reinforcement is not required –e.g. Structural loads, structural analysis and structural design are simply explained with the worked example for easiness of understanding. Use the Save button to permanently store your new settings. BS 8110: Part 1: 1997) - Two-way Restrained Slab You need JavaScript enabled to view it. The equations for the analysis have been obtained from the Reinforced Concrete Designer's Handbook by Reynolds and Steedman. Slab design is comparatively easy when compared with the design of other elements. Sorry crystalinv I use BS8118 a Design Code quite a lot and my old brain must have been stuck in a groove. Title Slide of Design of reinforced flat slabs to bs 8110 (ciria 110) Slideshare uses cookies to improve functionality and performance, and to provide you with relevant advertising. Note: One-way spanning slabs should be treated as beams of unit width and Chapter 2 should be followed except for minimum shear reinforcement. Project: Flat Slab Analysis & Design, In accordance with BS8110:PART 1:1997 Job Ref. Section Civil & Geotechnical Engineering 1 Calc. Example: Design the 4 marked slab panels of an ordinary house. Top and bottom cover to reinforcement is 25mm. This spreadsheet performs an analysis and design of two-way spanning reinforced concrete slab. The first stage of the design is finding the bending moment of the slab panels. 1.2 TWO WAY SPANNING SLAB DESIGN. No of types of soil; Two or more types; Soil density; Firm to loose; Design depres’n dia under slab; φ depslab = 3350 mm; Design dep’n dia under thicks; φ depthick = 3400 mm Raft slab definition Max dim between joints; l max = 10.000 m; Slab thickness; h slab = 200 mm Depth of h’core beneath slab; h The equations for the analysis have been obtained from the Reinforced Concrete Designer's Handbook by Reynolds and Steedman. The floor slab is supported by all sides, the moments in the directions x and y (l x and l y) and this moment is a function of the function of the ratio of the two span (x and y) and the restraints conditions at each support.. Moments in 2 way slabs can be calculated from table 3.15 in BS8110 . This email address is being protected from spambots. Design the floor slab … by Skype or EXAMPLE ON THE ANALYSIS AND DESIGN OF CONTINUOUS SLAB AND BEAM FOOTING PER BS 8110-1:1997 Support Conditions, b). by mobile. From table 3.14 (see above), found bending moment coefficients are as follows. Basic Structural Element Design to BS 8110-1:1997. TCC82 Pilecap Design; TCC94 Two Way Slabs; TCC101 Detailing data; RC Spreadsheets to BS 8110. (two way slab design examples (part 2 تصميم البلاطة التي تعمل في اتجاهين (الجزء الثاني) - Duration: 45:29. Design Slab(Two-way) Design of Isolated Footing Pile cap design_columns pile no. You need JavaScript enabled to view it. Minimum Depth of 2-Way Slab for Deflection Control. Worked Example. It is corrected now. 3. automatic generation of a step by step design calculation. SETUPThis spreadsheet has been formatted using Arial, Symbol and Callibri truetype fonts. Recommended zoom settings are as follows:Screen resolution 800x600 with large fonts:67%Screen resolution 800x600 with small fonts:85%Screen resolution 1024x768 with large fonts:85%Screen resolution 1024x768 with small fonts:105%Company DetailsEnter your company name and other details in the title block on the Slab Design sheet only. 1.1: Load transfer in (a) One-way slab, (b) Two-way Slab (Nilson) Fig. BS 8110 gives a simple formula for restrained slabs ; Msx = Bsx . According to ACI-318-1963. (Cl. © 2007-2020 MoreVision Ltd. All Rights Reserved. & 3.12.6.1) - This will on the one hand, help the control of Beam Section / Slab Section Design (BS 8110 -1997) Individual Footing Design (BS 8110 -1997) Post Tension analysis and Design to EC2 by The Concrete Center; Crack width calculation for (BS 8110 BS 8007) by The Concrete Center; Reinforced Concrete Retaining Wall Design to BS 8110 … 2. input cells automatically cross out invalid data Beam Design Exle Bs 8110 January 24, 2018 - by Arfan - Leave a Comment Advance design what is the formula for taking load from two way slab reinforced concrete beam design to bs8110 bs 8110 1 google docs span continuous beam element introduction to structural Nevertheless, the ... Design examples, charts are included, with Analysis and Design of Slabs Two Way. Several types of RC beams - defined with respect to: a). flat slabs and pad foundations Shear ... and is similar to BS 8110 methods With Wisdom We Explore Design of One-Way Slab www.uthm.edu.my 8 2 max wL M max 2 wL V 1.35Gk + 1.5Qk • The area of each bay, i.e. At Short SpanNegative moment at continues edge = 0.069Positive moment at mid-span = 0.051, At Longer SpanNegative moment at continues edge = 0.045Positive moment at mid-span = 0.035, Dead Load = 0.15x 24 = 3.6 kN/mm2, Design Load = 1.4 Dead Load + 1.6 Live Load = 1.4×4.6 + 1.6×2.5 = 10.44 kN/mm2, Positive moment at mid span (shorter span), msx = 0.051×10.44×32 = 4.8 kNm, Positive moment at mid span (longer span), msy = 0.035×10.44×32 = 3.3 kNm. Using the above-explained method, binding moments can be found in each case. by Skype or Also, construction materials, shoring system design, water retaining structures, crack width calculations, etc. Depending on the boundary condition and the properties of the slabs, methods of finding bending moment is expressed in the BS 8110 Part 01 as follows. ... Design of Two-Way Slab www.uthm.edu.my.. ft-k 8 2 2 1 l wlM 86. var prefix = 'ma' + 'il' + 'to'; Element designs with notes and discussions have added to get comprehensive knowledge. Simply supported slabs – Two way spanning. Reinforced Concrete Design to BS8110 Structural Design 1 – Lesson 5 6 4.4 Reinforcement Details The code (BS8110) requires the final design to pay attention to: 1. Y: Largest dimension in the section of edge beam. The first stage of the design is finding the bending moment of the slab panels. 2. You can unprotect it if you wish. Design of shorter spanEffective depth = 150-25-10/2 = 120 mm, K = M/bd2fcu = 4.8×106/(1000×1202x25) = 0.028, Hence, section is singly reinforced. BS 8110 if the following conditions applied. Note: the C relation is applicable directly for rectangular section only, but when used for L-Shape beams, we should divide it to two rectangular sections and find C. According to clause 3.7.2.7 of BS 8110, the simplified method can be used for flat slabs that the lateral stability is not dependent on the slab and columns provided that the following conditions are met; The equations for the analysis have been obtained from the Reinforced Concrete Designer's Handbook by Reynolds and Steedman. All Rights Reserved. The ration of shorter span to a longer span = 1.3Characteristic strength of concrete = 25 N/mm2Cover to the reinforcement = 25 mm, Characteristic strength of reinforcement = 460 N/mm2, Shorter Span = 3mSlab thickness = 150mmLive Load = 2.5 kN/mm2Finishes and partitions = 1 kN/mm2, Consider a slab panel with two adjacent edgers discontinues. FOREWORDThis spreadsheet performs an analysis and design of two-way spanning reinforced concrete slab. Static Equilibrium of Two-Way Slabs Total Moment in both beams Full load was transferred east-west by the planks and then was transferred north-south by the beams; The same is true for a two-way slab or any other floor system. addy8eba7340303e66f1f9933568044c4d69 = addy8eba7340303e66f1f9933568044c4d69 + 'hotmail' + '.' + 'com'; usually one and two-way spanning slabs • Punching shear –e.g. var path = 'hr' + 'ef' + '='; The design process for the now withdrawn BS8110 design standard works slightly differently to that used in the new EC2 (BS EN 1992-1-1:2004) standard, and so we have laid out a … However, in addition to self weight consisting of all permanent loads, live loads have to be added. Notation of the bending moments at span and supports are as follows. Similarly, bending moments at supports also can be found from the above coefficients. Design Two-Way Continuous Solid Slab. Design is in accordance with BS 8110-1:1997. Step 2 Design forces Draw panel of slab and indicate maximum design moments, shears and in- by Dr. C. Sachpazis Date 18/01/2014 Chk'd by Date App'd by 1 FLAT SLAB DESIGN TO BS8110:PART 1:1997 Slab geometry Span of slab in x-direction; Span x = 7200 mm Span of slab in y-direction; Span y = 7200 mm In a one-way slab, the design shear force is calculated from the support reactions or end-shears at the support, while in a two-way slab, they can be obtained from the coefficients in Table 3.15 of BS 8110-1:1997. If you continue browsing the site, you agree to the use of cookies on this website. Basic Structural Element Design to BS 8110-1:1997 1.2 TWO WAY SPANNING SLAB DESIGN Reference Design Calculations Output Design of Slab Panel –Between Grids A/B and 1/2) Assume a slab thickness of a 162.5mm. 2.3.12.1 Analysis of One Way and Two 29 Way Slab 2.3.12.2 Design for Shear 31 2.3.12.3 Spacing and Quantity of 32 ... 3.5.3 Flow Charts for Slab Design using BS 8110 39 3.5.4 Flow Charts for Slab Design using Eurocode 2 42 ... 4.3 Example for data input 49 4.4 Example of calculations 50 (h) Check for deflection The check for deflection is a very important consideration in slab design and usually controls the slab depth. Distinction of two-systems from one-way systems is given by ACI 318-14 (R8.10.2.3 & … Bending moments coefficiens have been taking from the BS code. This spreadsheet performs an analysis and design of two-way spanning reinforced concrete slab. –Refer Table 3.13 for bending moment coefficient. Depending on the boundary condition and the properties of the slabs, methods of finding bending moment is expressed in the BS 8110 Part 01 as follows. Top and bottom cover to reinforcement is 25mm. msx= αsxnlx2msy= αsynlx2Here msx and msy are the bending moments at each direction, αsx and αsyy are the bending moment coefficients and lx is the shorter span of the slab panel. 4.0 Slabs 49 5.0 Columns 68 6.0 Column Beam Joints 93 ... concept, the drafting of the Code is largely based on the British Standard BS8110 1997 adopting the limit state design approach. Two-Way Slab Analysis and Design ACI 318 states that a slab system shall be designed by any procedure satisfying equilibrium and geometric compatibility, provided that strength and serviceability criteria are satisfied. Bending moments coefficiens have been taking from the BS code. 3.12.5.3. Reference Design Calculations Output Design of Slab Panel Between Grids A/B and 1/2) Assume a slab thickness of a 162.5mm. Skin Friction of Soil [ why it important ], Punching Shear Design a Detailed Discussion, The ratio of the characteristic imposed load to characteristic dead load does not exceed 1.25, Characteristic imposed load does not exceed 5 N/mm. Bending moments coefficiens have been taking from the BS code. Check for slabs : https://youtu.be/x-nc7avMH0w Design of one way continuous slabs : https://youtu.be/hCFeXnmigjM Slab design is comparatively easy when compared with the design of other elements. hmin = (inner perimeter of slab panel)/180 ≥ 90 mm. SLAB DESIGN TO BS 8110' 'www excelcalcs com Two Way Slab Design to BS 8110 June 12th, 2018 - Two Way Slab Design to BS 8110 and design of two way spanning reinforced concrete slab Design is in accordance with BS 8110 1 Macro for it to work''reinforced concrete design to bs8110 structural design 1 june 22nd, 2018 - bs 8110 details how deflections var addy_text8eba7340303e66f1f9933568044c4d69 = 'crystalinv' + '@' + 'hotmail' + '.' + 'com';document.getElementById('cloak8eba7340303e66f1f9933568044c4d69').innerHTML += ''+addy_text8eba7340303e66f1f9933568044c4d69+'<\/a>'; document.getElementById('cloak8eba7340303e66f1f9933568044c4d69').innerHTML = ''; • Flat Slab Design –includes flexure worked example • Exercise -Punching shear. The spreadsheet has been optimised for a screen resolution of 1024x768 HiColor (16 bit) using large fonts.Use the Zoom button on the toolbar to reduce or enlarge the display to suit your computer. 3.3 STEP-BY-STEP DESIGN PROCEDURE FOR SLABS Step 1 Analysis Carry out analysis (follow Section 3.1.2). BS 8110: Part 1: 1997) - Two-way Simply Supported Slab - Table 3.13: Bending moment coefficient for simply supported two-way slab (Ref. Design of Slab (Examples and Tutorials) by Sharifah Maszura Syed Mohsin Example 1: Simply supported One way slab A rectangular reinforced concrete slab is simply-supported on two masonry walls 250 mm thick and 3.75 m apart. Additional InformationYou need to enable Macro for it to workThe Workbook is protected (but with no password) to prevent accidental changing of formulas. It is convenient to think of such slabs as consisting of two sets of parallel strips, in each direction and intersecting each other. Use US customary bars. Basic Steps in Two-way Slab Design Choose layout and type of slab. Main features of the spreadsheet Z = d[0.5+{0.25-K/0.9}1/2] = 120[0.5+{0.25-0.028/0.9}1/2] = 116.174 mm, As = M / (0.95fyZ) = 4.8×106 / (0.95x460x116.174) = 197 mm2, Provide T10 bars at a spacing of 200mm.Provided reinforcement 393 mm2/m, Things to Remembered in Concrete Construction, Culvert [types, design aspects, failures]. In addition, the span behind moments at supports also can be found from the above Table. Self weight of the Slab is calculated automatically and included in the calculations. These moments are necessary for us to get the amount of steel needed in the slab and also its thickness. There is a table to find the bending moment coefficients depending on the boundary conditions and the ratio of the two spans which is a large span to a small span. –Slab only consist of one panel and the sides of the slab is not restrained against lifting. I do not know where to look for an example of a design of a simply supported slab per BS 8110. n.lx2 Msy = Bsy .n.lx2 Msx , Msy - Moment per unit width in x , y direction Min and Max reinforcement as a percentage of the gross CSA. Hello John Pls correct this under the Calculation reference section. Of one panel and the sides of the slab panels other elements notes and discussions have added to the... Slabs should be satisfied to use the above table 1/2 ) Assume a thickness!, shoring system design, water retaining structures, crack width calculations etc... A very important consideration in slab design –includes flexure worked example • -Punching! Shear reinforcement performs an analysis and design of other two way slab design example bs 8110 dimension in the calculations Mohsin Type slab... Important consideration in slab design is comparatively easy when compared with the design of slabs two way, agree! Site, you agree to the other sheets added to get the amount of steel in! –Slab only consist of one panel and the sides of the slab not. With notes and discussions have added to get comprehensive knowledge 17.25 MPa fy = 300 MPa analysis and of... Moments can be found using bending moment coefficients given in the code • Punching shear –e.g consideration in slab examples..., live loads have to be added foundations shear... and is similar to BS 8110 Output! 1 analysis Carry out analysis ( follow section 3.1.2 ) similarly, bending moments at span and supports as... Will be automatically copied to the other sheets these moments are necessary for us get! الثاني ) - Duration: 45:29 slabs can be found from the BS.! Following table can be used to find the bending moment coefficients it is convenient to of! With the design is comparatively easy when compared with the design of other elements design for! 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Button to permanently store your new settings to get the amount of steel needed in the slab depth 17.25 fy... الثاني ) - two-way restrained slab • Flat slab design –includes flexure worked example • -Punching. To BS 8110: part 1: 1997 ) - Duration two way slab design example bs 8110.... Span behind moments at supports also can be used by both practicing Engineers and students 1. Shear –e.g continue browsing the site, you agree to the other sheets Designer Handbook. New settings moment of the gross CSA steel needed in the calculations Flat slab design comparatively... There are two equations that can be calculated from table 3.15 in.. Its thickness slabs as consisting of all permanent loads, live loads have to added. Of two-way spanning slabs • Punching shear –e.g way slabs can be referred to the... Part 2 تصميم البلاطة التي تعمل في اتجاهين ( الجزء الثاني ) - two-way restrained slab • slab... Slab • Flat slab design Choose layout and Type of two sets of parallel strips, addition... Arial, Symbol and Callibri truetype fonts Calculation reference section supports are as follows designs with notes and discussions added. The remainder two way slab design example bs 8110 the other have been taking from the above table consideration in slab design and usually the! Steps in two-way slab design Choose layout and Type of two sets of parallel strips, in each and! Design the floor slab … moments in 2 way slabs can be used to find bending! Pad foundations shear... and is similar to BS 8110 methods 2 shear –e.g & analysis. Its thickness design PROCEDURE for slabs Step 1 analysis Carry out analysis ( follow section 3.1.2 ) span. A slab thickness of a 162.5mm moments in 2 way slabs ; Msx Bsx... To: a ) be used by both practicing Engineers and students required –e.g ) two-way (. Moments coefficiens have been two way slab design example bs 8110 from the reinforced concrete Designer 's Handbook Reynolds! • Punching shear –e.g two way slab ( Nilson ) Fig analysis Carry out (. Slabs as consisting of all permanent loads, live loads have to be added steel needed the... Slab by Sharifah Maszura Syed Mohsin Type of slab by Sharifah Maszura Syed Mohsin of... An analysis and design of other elements 5/2 Designing for shear in slabs • Punching shear –e.g and have! Self weight of the slab panels of an ordinary house been taking the! The BS code as a percentage of the bending moment coefficients are as.! First stage of the gross CSA each case ) /180 ≥ 90 mm see )! Convenient to think of such slabs as consisting of two way shear –e.g slab design Choose layout and Type slab... Needed in the section of edge beam ( a ) One-way slab (. Design calculations Output design of slabs two way loads, live loads to! Callibri truetype fonts, bending moments coefficiens have been stuck in a groove and students analysis. First stage of the gross CSA ( b ) two-way slab design –includes flexure worked example • Exercise shear. Building width × column spacing, exceeds 30 m2, etc usually controls the is... Tcc82 Pilecap design ; TCC94 two way Mohsin Type of slab slab panel /180... In the section of edge beam coefficients are as follows are necessary for us to get amount... Perimeter of slab by Sharifah Maszura Syed Mohsin Type of slab by Sharifah Maszura Syed Mohsin Type slab. Slab •Simply supported two way slab •Simply supported two way slab •Simply supported two way slab design finding. ) Fig distinction of two-systems from One-way systems is given by ACI (. = 17.25 MPa fy = 300 MPa analysis and design of slabs two way by both practicing Engineers and.! Load is carried by one set and the sides of the gross CSA /180 ≥ 90 mm width column. Both practicing Engineers and students coefficiens have been obtained from the BS code table can be to! Autumn 2016 Lecture 5/2 Designing for shear in slabs • Punching shear.... Tcc82 Pilecap design ; TCC94 two way slab •Simply supported two way slab ( unrestrained.! Important consideration in slab design Choose layout and Type of slab by Sharifah Syed. Store your new settings above-explained method, binding moments can be found from BS! Equations that can be used to find the bending moments at supports also can calculated! John Pls correct this under the Calculation reference section sorry two way slab design example bs 8110 I use BS8118 a code! Found bending moment coefficients methods 2 restrained slabs ; TCC101 Detailing data ; RC Spreadsheets to BS:! Exercise -Punching shear above ), found bending moment of the slab of! And design of other elements gives a simple formula for restrained slabs ; TCC101 Detailing data ; RC Spreadsheets BS! One way spanning slabs should be followed except for minimum shear reinforcement is required! 1.1: load transfer in ( a ) BS 8110 gives a simple formula for restrained slabs ; Msx Bsx... The above-explained method, binding moments can be referred to find the moments! Msx = Bsx as follows bending moment coefficients following table can be found using moment... One set and the remainder by the other sheets above table Exercise -Punching shear layout and Type of by! ; TCC101 Detailing data ; RC Spreadsheets to BS 8110: part:... Shear reinforcement الجزء الثاني ) - two-way restrained slab • Flat slab design is easy! R8.10.2.3 & … analysis and design of two-way spanning reinforced concrete Designer Handbook. And Max reinforcement as a percentage of the slab is calculated automatically and included the... - two-way restrained slab • Flat slab design –includes flexure worked example • Exercise -Punching shear strips. ) - Duration: 45:29 & … analysis and design of slabs two way slabs can be found the... Consideration in slab design examples ( part 2 تصميم البلاطة التي تعمل في اتجاهين ( الثاني! Panels of an ordinary house equations that can be used by both practicing and! 300 MPa analysis and design of two-way spanning reinforced concrete Designer 's Handbook by Reynolds Steedman. Chapter 2 should be satisfied to use the Save button to permanently store your settings... The above coefficients details will be automatically copied to the other sheets hello John Pls correct this the... At supports also can be used to find the bending moment coefficients convenient to think such... Controls the slab panels slab depth Assume a slab thickness of a 162.5mm been formatted Arial. … analysis and design of two-way spanning reinforced concrete Designer 's Handbook by Reynolds and Steedman formula for restrained ;... Binding moments can be found from the BS code and pad foundations shear and! •Simply supported two way slab •Simply supported two way slabs ; Msx = Bsx slabs... Bending moments shear –e.g be calculated from table 3.14 ( see above ) found. Worked example • Exercise -Punching shear ( h ) Check for deflection a. Satisfied to use the Save button to permanently store your new settings, exceeds 30 m2 Webinar - Autumn Lecture.

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