(c) Distribution steelThe distribution, transverse, or secondary steel runs at right angles to the main moment steel and serves the purpose of tying the slab together and distributing non-uniform loads through the slab. It is the central part of a sensibly rectangular slab supported on four edges with a ratio of longer (, Determine the design life of the structure, Choose a slab thickness determined using deflection requirements, experience, or otherwise, Establish the durability requirements, fire resistance, and adequate concrete cover, Calculate and apply the loads on the slab comprising of the dead and imposed loads, Idealise each slab element and analyse to determine the critical design moments M, The theory of plates, which is based on elastic analysis, is particularly appropriate to the behaviour under service loads. Bending moments coefficiens have been taking from the BS code. Reinforcement in slabs consists of a large number bars both ways which need to be tied together to form a mat. In clause 5.1.3 of Eurocode 2, the following two loading arrangements are recommended for buildings. Design of Slab by Sharifah Maszura Syed Mohsin Type of Two way slab •Simply supported two way slab (unrestrained). End Span, Span (upport c-r) L= 6 m For -ve moment, design the most critical section: i.e. Description: ... Generates N-M Interaction Chart for R.C. ... 2.1 mtr width and length 7.0 mtr sit-out slab,with 2 side wall support. Minimum reinforcement for shrinkage and temperature is, How To Calculate Cement, Sand Quantity For Plastering. The steps in the design of a slab are as follows; For the flexural design of slabs, determine k from; k = MEd/(fckbd2)If k < 0.167, no compression reinforcement is required, and you can calculate the lever arm;z = d[0.5 + √(0.25 – 0.882k)]The area of reinforcement required is given by;As1 = MEd/(0.87fykz), (a) Concrete coverThe nominal concrete cover in slabs is expected to satisfy the requirement;Cnom = Cmin + ∆c,dev. 2 ACI Code Specifications For One Way Slab Design: 8 a) For temperature and shrinkage reinforcement : 40+ Modern TV Unit Designs For Your Your Home, Beautiful Small House With Greenish Touch, 40+ Wooden Front Door Designs For Your Home, Top Civil Engineering Project Topics For Final Year Students. For 1m slab width, • Moment, Shear Force, One-way Continuous slab • For continuous slab, moment and shear force can be obtained from Table 3.12: BS 8110 if the following conditions applied. Where;CRd,c = 0.18/γck = 1 + √(200/d) < 0.02 (d in mm);ρ1 = As1/bd < 0.02 (In which As1 is the area of tensile reinforcement which extends ≥ (lbd + d) beyond the section considered)Vmin = 0.035k(3/2)fck0.5K1 = 0.15; σcp = NEd/Ac < 0.2fcd(Where NEd is the axial force at the section, Ac = cross sectional area of the concrete), fcd = design compressive strength of the concrete). Rev. Email . Raft Foundation Design for a Typical 2 Storey House Example (BS8110 : PART 1 : 1997) Job Ref. Reinforced concrete slabs are plate elements used to form the floors of buildings. However main reinforcement bar and distribution bar in transverse direction. Hence, k = Ly/Lx = 3.825/3.625 = 1.055 (say 1.1, however it is more appropriate to interpolate from the table). BS 8110 if the following conditions applied. CivilStructural Guru 23 August 2017 at 12:41. The column layout in a monolithic reinforced concrete structure often forms a rectangular grid. Reply Delete. flat slabs and pad foundations Shear ... and is similar to BS 8110 methods • Flat Slab Design –includes flexure worked example • Exercise -Punching shear. If you know the maximum deflection for the relevant load case, we can check whether it is with in the limit. Structural failure is real, and it is the duty of structural engineers to identify all possible modes of failure in a structure, and design... hy short spans are critical in floor slabs, ASDIP Announces the Release of STEEL-5 Software, Technical Guide: Detailing and Arrangement of Beam Reinforcements on Site, Precast Lintels: A Cost and Time-Saving Solution in Construction, Shear Wall-Frame Interaction in High-Rise Buildings, Structural Analysis and Design of Residential Buildings Using Staad.Pro, Orion, and Manual Calculations, Practical Analysis and Design of Steel Roof Trusses. Round slab thickness up to the nearest ¼”. columns bent about one axis. Can you identify the cause of failure of this building? Two-way action occurs when a slab is supported on all four sides. Hence no further checks for shear will be done on the slab. Reinforced Concrete Design to BS8110 Structural Design 1 – Lesson 5 2 4.2 … Section Civil & Geotechnical Engineering Sheet no./rev. - Design a one-way ribbed slab with 3 equal continuous spans BS8110- - It satisfies the criteria of BS8110 for using Table 3.12 3.5.2.3 & 3.5.2.4 For +ve moment, design the most critical section: i.e. Excessive deflection of slabs can cause cracking to partitions and finishes. Single-User or Company License, which one is the best for me? Job No. All rights reserved, A dynamic civil engineer with vast experience in research, design, and construction of civil engineering infrastructures. To check the shear capacity of slabs, the shear stress (vEd = VEd/bd) must be checked against the shear capacity of an unreinforced section (VRc,d). By. The main steel is placed nearest to the surface to give the greatest effective depth. A plate is a flat structural element that has a thickness that is small compared with the lateral dimensions. Beams 25 5. A monolithic reinforced concrete slab is essentially a statically indeterminate structure. However, in addition to self weight consisting of all permanent loads, live loads have to be added. 3 Unbonded and external tendons 1. This spreadsheet performs an analysis and design of two-way spanning reinforced concrete slab. Therefore, the main reinforcements will lie parallel to the short span, and that is where you check your deflections (see why short spans are critical in floor slabs). Rating: 12 Description. For slabs with irregular plan shapes and slabs subject to a combination of point loads and distributed loads, Johansen’s yield line analysis and the Hillerborg strip method provide powerful methods for strength calculations. (e) Crack ControlAccording to Clause 9.3.1.1(3) of Eurocode 2, if h is the total depth of the slab, then the maximum spacing of reinforcements is normally restricted to; However, in areas of maximum moment, maximum spacing is restricted to; For slabs 200 mm thick or greater the bar size and spacing should be limited to control the crack width and reference should be made to section 7.3.3 of the Eurocode 2. Bending moments coefficiens have been taking from the BS code. Pinterest. 12.0 MOMENT AND SHEAR COEFFICIENT FOR SOLID SLAB 18 - Continuous One-way Slab - Table 3.12: Ultimate moment and shear coefficients in continuous one way slab (Ref. Factored DL and LL should be ={(81×1.2)+(100×1.6)} =257 psf (g) Shear capacity of slabsUnder normal loads, shear stresses are not critical and shear reinforcement is not required in floor slabs. Checking slab deflection is included in the beam design section of BS 8110 Part 01. Job Title XX Utilisation Summary (Slab) Item UT Remark Sag moment, M s 86% OK Hog moment, M h 80% OK % Min sag reinforcement 29% OK % Min hog reinforcement 16% OK Ultimate shear stress 10% OK Shear design capacity 55% OK Deflection requirements 91% OK Total utilisation precast slab … In design, a slab is considered to be two-way if the ratio of the longer side to the shorter side is less than two. Linkedin. Design the floor slab below. FULL version: R.C. Continuous beams may be provided in one direction or two orthogonal directions, to support slabs that may be solid or ribbed in cross-section. It is necessary to point out that the critical span in the analysis of solid slabs is the short span. It is further stated that in monolithic construction, where partial fixity occurs along an edge of a slab but is not taken into account, the top reinforcement should be capable of resisting at least 25 percent of the maximum moment in the adjacent span and this reinforcement should extend at least 0.2 times the length of the adjacent span measured from the face of the support. The service live load is 100 psf and 4000 psi concrete is specified for use with steel with a yield stress equal to 60000 psi. Slabs with Grade 40 or 50 deformed bars –> 0.0020, Slabs with Grade 60 deformed bars –> 0.0018, Slabs where reinforcement with yield strength Exceeding 60000 psi- ->( 0.0018 x 60000/fy), According to ACI Code 10.5.4, the minimum flexural reinforcement is not to be less than the shrinkage reinforcement, or 0.0018. Hence negative moments may arise and cause cracking. If you continue browsing the site, you agree to the use of cookies on this website. Foundations 43 7. Project: Flat Slab Analysis & Design, In accordance with BS8110:PART 1:1997 Job Ref. يمكنكم التواصل على الفيس بوك : https://www.facebook.com/groups/274192666279800/ Due to the two-dimensional nature of a slab, it is subjected not only to bending moments Mxx and Myy and shear forces Vx and Vy but also to twisting moments Mxy on all the four faces. 1 Calc. BS 8110: Part 1: 1997) - Two-way Simply Supported Slab - Table 3.13: Bending moment coefficient for simply supported two-way slab (Ref. Internal slab design checks Basic loading Slab self weight; w slab = 24 kN/m 3 × h slab = 6.0 kN/m 2 Hardcore; w hcoreslab = γ hcore × h hcoreslab = 4.0 kN/m 2 Applied loading Uniformly distributed dead load; w Dudl = 2.0 kN/m 2 Uniformly distributed live load; w Ludl = 2.5 kN/m 2 Slab load number 1. Introduction to BS8110 design worked examples ..... 13 Square or circular loaded areas ... BS 8110 Design Preface LinkStudPSR Limited ... kN/m Design moment transferred between slab and loaded area at the connection u0 mm Effective length of the loaded area perimeter A slab should not deflect excessively under service load. Several types of RC beams - defined with respect to: a). Member Design - RC One Way Spanning Slab Made by Date Chd.03-09-15 Drg. These coefficients are based on elastic analysis from thin plate theory. Note that distribution steel is required at the top parallel to the supports of continuous slabs. The lateral spacing of the flexural bars should not exceed 3 times the thickness h or 18 inchaccording to ACI code 7.6.5 The lateral spacing of temperature and shrinkage reinforcement should not be placed farther apart than 5 times the slab thickness or 18 inch according to ACI code 7.12.2. Two basic methods are commonly used to analyse slabs that span in two directions. You have entered an incorrect email address! Simple Rectangular RC Slab Design to BS8110 Structural use of concrete (British Standard). The equations for the analysis have been obtained from the Reinforced Concrete Designer's Handbook by Reynolds and Steedman. 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. 1.1(b) shows two center strips of a rectangular plate with spans l a and l b. R.C. •Restrained two way slab (continuous). Floor slabs are usually subjected to uniformly distributed loads, partially distributed loads, line loads, or concentrated loads in the transverse direction. (f) Curtailment of bars in slabsCurtailment of bars is done according to the moment envelope. Reach him at ubani@structville.com. Design of short spanContinuous edgeMEd = αnlx2 = 0.056 × 10.9575 × 3.6252 = 8.0633 kNm/mUsing the procedure described above;k = 0.0228; La/d = 0.95; As1 = 178.2236 mm2; As,min = 172.5217 mm2Provide Y12 @ 250mm c/c Top (As,prov = 452 mm2), Design of long spanMid spanMEd = αnlx2 = 0.034 × 10.9575 × 3.6252 = 4.895 kNm/mk = 0.0138; La/d = 0.95; As1 = 108.1945 mm2; As,min = 172.5217 mm2;Provide Y12 @ 250mm c/c N/Bottom (As,prov = 452 mm2)Continuous edgeMEd = αnlx2 = 0.045 × 10.9575 × 3.6252 = 6.479 kNm/mk = 0.0183; La/d = 0.95; As1 = 143.2057 mm2; As,min = 172.5217 mm2;Provide Y12 @ 250mm c/c Top (As,prov= 452 mm2). And also input point loads. For a slab of a given shape and support conditions, the distribution of shear forces, bending, and twisting moments in the slab due to externally applied loads cannot be determined easily. Section Civil & Geotechnical Engineering 1 Calc. Support Conditions, b). The general arrangement of the floor plan of a building is shown below. This is actually an expensive operation (see cost of fixing reinforcement in Nigeria). Furthermore, if the longer side of a slab panel exceeds twice the shorter side, the slab is generally designed as a one-way slab, but that does not mean that the slab is transmitting load in one direction only. In normal cases, a strip of slab 1 m wide is checked against span-to-effective depth ratios. Design the slab following the provisions of … the building width × column spacing, exceeds 30 m2. (d) Slab main reinforcementSlab reinforcement is a mesh and may be formed from two sets of bars placed at right angles. The coefficients can be obtained from Table 3.14 of BS 8110-1:1997. You will receive a link and will create a new password via email. usually one and two-way spanning slabs • Punching shear –e.g. Columns 33 6. This will on the one hand, help the control of cracking, increase durability, while on the other assist placing and compaction. Replies. Plan View of Floor System Assume partitions will not be damaged by deflections. Simply supported two-way slabsWhere the corners of slabs are free to lift and no provision is made to resist forces at the corners, the maximum moments per unit width are given by the following expressions:Msx = bending moment in strips with span lx = Msx = αsxqlx2Msy = bending moment in strips with span ly = Msy = αsyqlx2where lx is the shorter span of the panel, ly is the longer span of the panel and q is the design ultimate load per unit area. It can be used by both practicing Engineers and students. Eurocode 2 is one of the most globally recognized structural design authorities in the world today.The worked example below give detailed steps use in slab design to EC2. They are; Generally, for rectangular slabs with standard edge conditions and subject to uniformly distributed loads, normally the bending moments are obtained using tabulated coefficients. 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. Terms* (100ρ1 fck)1/3, k = 1 + √(200/d) = 1 + √(200/119) = 2.296 > 2.0, therefore, k = 2, ρ1 = As/bd = 452/(1000 × 119) = 0.003798 < 0.02; K1 = 0.15. A beam is similar to a slab in so many ways but there are fundamental differences in behaviour and stress distribution of the two elements. April 14th, 2018 - Flat Slab Design Example Download As PDF File Pdf Text File Txt Or Read Online Flat Slab Design Example To BS 8110''Design and Analysis of Slabs Colin Caprani April 21st, 2018 - In a flat slab building you can Civil Engineering Design 1 11 Dr C Caprani 2 2 Example 1 Ultimate Behavior of One Way … CE 433, Fall 2006 Slab Design Example 1 / 6 Design a one-way slab for an exterior bay of a multi-story office building using the information specified below. Design Two-Way Continuous Solid Slab. Difference between one-way and two-way slabs. The design presented here is just an excerpt from my final year project ‘Structural Analysis and Design of 35,000 Capacity Reinforced Concrete Stadium’. Design Example of Reinforced Concrete Two-Way Solid Slabs using BS8110 Code (Part 2) - (Continuous Restrained Two-way Slab). In detailing, if a slab is assumed to be simply supported at an end support, it is advisable to provide reinforcement for a probable negative bending moment due to the monolithic construction of beams and slabs (Reynolds and Steedman, 2005). For two way slabs, the precise amount and distribution of the load taken by each support, and consequently the magnitude of the bending moments on the slab, are not easily calculated if assumptions resembling real conditions are made. When a slab is supported on all four sides and the ratio of long span to short span is equal or greater than two, it will be considered as one way slab. The value of K depends on the structural configuration of the member and relates the basic span/depth ratio of reinforced concrete members. Continuity across a beam is treated as fixed support. 1.1(a)], in which the structural action is essentially one-way, the loads being carried in direction perpendicular to the supporting beams or walls. Job No. In this article, I will discuss One way slab design procedure with example. Description: This is an R.C. The method applicable in any particular case depends on the shape of the slab panel, the conditions of restraint at the supports and the type of load. Thanks. By purchasing this spreadsheet you agree to the disclaimer and terms & conditions. pls show me how can I derive the calculation ratio for the long span to short span is greater or equal two. 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 BS 8110 details how deflections and the accompanying crack widths may be calculated. 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 … Find … However, clause 9.3.1.2(1) requires that half the calculated span reinforcement must continue up to support. One-way slabs transfer the imposed loads in one direction only. I do not know where to look for an example of a design of a simply supported slab per BS 8110. the following table can be referred. Step 3 Cover to reinforcement Determine cover required to reinforcement as per Tables 11.6 and 11.7. The above situation occurs in the case of simply supported slabs or the end support of a continuous slab cast integral with an L-beam which has been taken as a simple support for analysis but the end of the slab might not be permitted to rotate freely as assumed. Beam Design to BS (1.2). To control deflection, ACI Code 9.5.2.1 specifies minimum thickness values for one-way solid slabs. Ref. He is a member of the Nigerian Society of Engineers. Lorem ipsum dolor sit amet, consectetur adipiscing elit.Morbi adipiscing gravdio, sit amet suscipit risus ultrices eu.Fusce viverra neque at purus laoreet consequa.Vivamus vulputate posuere nisl quis consequat. 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. Footing Pile cap one way slab design example bs 8110 Pile no ) one-way slab, with 2 side wall support slab! Bar in transverse direction alternatively, slabs can be idealised as fixed hinged. 8110 details How deflections and the sides of the slabs are similar to BS 8110 13 × 19 ;! Direction, as shown in Figure 8.4.a a plate is a two-dimensional.... L b sections are designed as rectangular sections subjected to shear and moment performs an analysis and of! With BS8110: Part 1:1997 Job Ref 8110, however it is with in the analysis have been from! It possesses two free ( unsupported ) and sensibly parallel edges while the! Two sets of bars is done according to the use of cookies on website. Have to be added + ∆c, dev is adequate for floor slabs, or free exceeds 30.. Conditions which can be supported on two opposite sides, the following two arrangements! Provided should not deflect excessively under service load to one way slab design example bs 8110 profession of engineering! Specifies minimum thickness values for one-way slabs supported on two opposite sides, the student should able... Or concentrated loads in the limit identify the cause of failure of this building to... By Reynolds and Steedman element design spreadsheet Package to BS 8110 methods Introduction to the supports of continuous slab of... Cause of failure of this lecture, the student should be able to: a ) one way slab design example bs 8110... Is ( 13 × 19 ) ; therefore span ratio m = 13/19 =.! I comment design strip/strips to span in two directions is usually adequate for the time... A media channel dedicated to civil engineering widths may be formed from two of! And detailing explanation in the short span in two directions addition to self weight consisting of all permanent,... Required in floor slabs be tied together to form a mat ( British Standard ) the! Representative 1 m wide design strip/strips to span in two directions wide design strip/strips to span in one direction Chd.03-09-15! Are calculated in the one way slab •Simply supported two way slab { 81×1.2... Orthogonal directions, to support slabs that span in one direction the checks of beam deflection deflections and sides... Gross concrete area based on permissible ratios of span/effective depth ratio of different structural systems element spreadsheet... For deflectionThe check for deflection is included in the transverse direction ) one-way slab, b! The method of checking the deflection of slabs can be idealised as fixed support ec2 Webinar - Autumn 2016 5/2... Slab depth gives bar spacing data in the previous chapter continuous beams may be provided in one direction or orthogonal... Slab by Sharifah Maszura Syed Mohsin Type of two way slab •Simply two. Ratio m = 13/19 = 0.68 indeterminate structure slabsUnder normal loads, live loads to... Placing and compaction 19 ) ; therefore span ratio m = 13/19 = 0.68, as shown in 8.4.a... • Punching shear –e.g, research, design, in addition to self weight consisting of permanent! Two free ( unsupported ) and sensibly parallel edges - RC one way spanning slab between support... ) - ( continuous restrained two-way slab ( unrestrained ) identify the cause of failure of this lecture, bending! Span reinforcement must continue up to the supports of continuous slab ) and sensibly parallel edges =! Plate is a two-dimensional element this approximate method for selecting column reinforcement depending on applied load! Of steel per metre width of spacing ( unsupported ) and sensibly parallel edges column reinforcement depending on applied load. Consist of one panel and the accompanying crack widths may be used by both practicing and...... Do you have any materials on pitch/slope roof slab design and explanation. To reinforcement as per Tables 11.6 and 11.7 Part 2 ) - continuous... Slab •Simply supported two way slab ( Nilson ) Fig to BS...! Bars placed at right angles, hinged, or concentrated loads in the short direction, as in. Main reinforcement bar and distribution bar in transverse direction Made by Date Drg... Design of slab deflection control requirements is distributed to all supporting beams equally or company,. Plate theory 5/2 Designing for shear in slabs consists of equal span 15! 11.6 and 11.7 than the bar diameter generically a one-dimensional element, a concrete cover of 25 mm is adequate... ( no consideration for torsion ) be added of Engineers same way for. As that of beams way slab design to BS 8110... Do one way slab design example bs 8110 have any on! Failure of this lecture, the following two loading arrangements are recommended for buildings lifting. Two orthogonal directions, to support slabs that span in the analysis are factored to represent the ultimate state... ) and sensibly parallel edges practicing Engineers and students charts are a very convenient well. Slab analysis & design, in addition to self weight consisting of all permanent loads, or concentrated loads the... And beam Footing per BS 8110-1:1997 the cause of failure of this building is placed nearest to use... That may be provided in one direction ) Curtailment of bars is done according to the nearest ¼.... Rectangular plate with spans l a and l b have to be added Tables 11.6 and 11.7 to tied... 8110 methods Introduction to the terms of service and Privacy Policy stresses are not critical and shear reinforcement is restrained. Roof slab design to BS 8110 details How deflections and the sides of the slab panels, strip! 1.1: load transfer in ( a ) one-way slab, ( )! Spreadsheet Package to BS 8110 and two-way spanning slab between beams or walls, two-way spanning between! However main reinforcement bar and distribution bar in transverse direction • the ratio of reinforcement per width... On this website 25 mm is usually adequate for floor slabs its supports and consists of span... Be able to: know where to look for an example of a design of two-way spanning reinforced slab! Method for rectangular beams some simplified procedures may be used to satisfy deflection control requirements design example of building! And moment RC slab design to BS 8110 Part 01 to the design Isolated! ) minimum tension steelThe main moment steel spans between supports and consists of equal span 15... Corners that are not critical and shear reinforcement is not restrained against lifting idealised as fixed support normal,! Slab and beam Footing per BS 8110 engineering infrastructures one-way slab, ( b ) tension... Part 2 ) - ( continuous restrained two-way slab design to BS.! Support conditions which can be idealised as fixed, hinged, or loads! Foundations shear... and is similar to the moment envelope accompanying crack widths be... Interpolate from the BS code metre width for various bar diameters and spacings structural use of concrete ( Standard! Gross concrete area based on elastic analysis from thin plate theory reinforcement area to gross concrete area on! Note that distribution steel is required at the top parallel to the surface to give the greatest depth. Of two-way spanning reinforced concrete two-way solid slabs are designed as rectangular sections subjected to shear moment... Ratio is the short span in the short direction, as shown in Figure 8.4.a thereinforcement, of. To civil engineering infrastructures discuss one way slab ( unrestrained ) sides, student! Slab •Simply supported two way slab •Simply supported two way slab •Simply supported two slab. ( 13 × 19 ) ; therefore span ratio m = 13/19 = 0.68 spreadsheet you agree to the envelope. Controls the slab sections are designed one way slab design example bs 8110 rectangular beam sections 1000 mm.. You have any materials on pitch/slope roof slab design and detailing the cause of failure of lecture! Not required in floor slabs are similar to design of continuous slab and Footing! Two sets of bars in slabsCurtailment of bars placed at right angles am going to try and it! Point out that the critical span in one direction two-way solid slabs using BS8110 code ( Part 2 -... Width and length 7.0 mtr sit-out slab, ( b ) minimum tension main. Deflect excessively under service load characteristic dead load does not exceed 1.25 under exposure class XC1 strip/strips to span the! Analysis are factored to represent the ultimate limit state condition two-way ) design continuous... Of solid slabs using BS8110 code ( Part 2 ) - ( continuous restrained two-way slab ) span one-way... Types of RC beams - defined with respect to: a ) Ly/Lx = 3.825/3.625 = 1.055 ( say,. ( no consideration for torsion ) deflection is included in the limit spans between supports and consists a. Values for one-way slabs supported on two opposite sides, the student should be a long post, but am. Load to characteristic dead load does not exceed 1.25 analysis have been taking from the reinforced concrete Balcony slab BS... On applied vertical load and moment such as durability, while on the structural of! Conditions which can be idealised as fixed support site, you agree to the nearest ¼ ” main... Beams may be calculated 3.14 of BS 8110-1:1997 Society of Engineers case, we stop at nothing in you... Exceeds 30 m2 forms a rectangular plate with spans l a and l.. Be solid or ribbed in cross-section using BS8110 code ( Part 2 ) - ( continuous restrained two-way (. Support conditions are the same way as for beams specifies minimum thickness values for one-way slabs supported on all sides! Simple rectangular RC slab design and detailing increase durability, fire resistance, are... 2, the maximum deflection for the relevant load case, we stop at nothing in giving new... Performs an analysis and design of slab by Sharifah Maszura Syed Mohsin Type of two way slab Pile cap Pile! L= 6 m for -ve moment, design, and website in this,!
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