for the slab. 14 Restraint to curling and hogging. is shown in Fig. • Reinforcement is provided on earth face along the length of the toe slab. 4 Vertical movements in masonry walls Notation BS 5628 EC6 (where different from BS 5628) Definition of terms used in masonry References and. DESIGN PRINCIPLES AND CALCULATIONS -SLAB DESIGN THE HAMBRO SLAB The slab component of the Hambro D500 Composite Floor System behaves as a continuous one-way slab carrying loads transversely to the joists, and often is required to also act as a diaphragm carrying lateral loads to shear walls or other lateral load resisting elements. RCC Slab Design is a free app for designing one way and two way reinforced concrete slab systems as per Indian Standards. How much does a concrete slab cost? The average cost for a standard 12′ x 12′ shed concrete slab costs roughly: $720 – $1,200. Structural Engineering. COMPREHENSIVE DESIGN EXAMPLE FOR PRESTRESSED CONCRETE (PSC) GIRDER SUPERSTRUCTURE BRIDGE WITH COMMENTARY (Task order DTFH61-02-T-63032) US CUSTOMARY UNITS Submitted to THE FEDERAL HIGHWAY ADMINISTRATION Prepared By Modjeski and Masters, Inc. 0, slab is called two-way slab, as shown in the fig. 2006 Page 3. 0 Corbels 9. A three or four inch slab, on well compacted soil can easily accommodate a uniform load of 100 psf. 10 - DESIGN VALUES 10. The most effective method for designing structure is to use advanced structural design software like ETABS or STAAD. T (in) S (ft) 7 ½" 5'-7". 1 Design Strips 10. Really glad you also mentioned waffle slabs in cyclonic areas. 17 per square foot, or $113 to $126 per cubic yard for both materials and installation. 11 Design method using finite element derived Design Chart. "Design of Slabs-on-Ground" - ACI 360R-06 - by American Concrete Institute "Slab Thickness Design for Industrial Concrete Floors on Grade" (IS195. Find the effective span which is lesser of (i) distance between centres of bearings, and (ii) clear span and effective depth. Slab design is comparatively easy when compared with the design of other elements. Slab systems can be continuously supported on walls, but beam systems usually need thickened piers under the beams. 100 klf DCOverhang = WC tOH * 1 ft. In case of calculation simulations the modelling is based on the approach. 113 klf DCBarrier = 0. the trail depth can be obtained using: Effective depth d= Span / ( (L/d) Basic x modification factor). Cantilever slabs are a typical one way slabs. Because of this rotation of footing can be avoided. The design procedure must include load calculations on the slab (ps) for both Case I and Case II. The number of Auto Design Cuts are defined when you draw the Support Line and can be modified in the Slab Design Strip spreadsheet. A grillage of beams within the concrete slab provides a stiffer and stronger final product than a conventional. Information on other aspects, su ch as materials, construction methods, placement of concrete, and finishing techniques, is. Just remember to add some extra concrete to your total order because running short is not an option. The punching problem of reinforced concrete flat slabs and flat foundations has two main aspects, related to load carrying capacity of these structures under shear forces. Flab Slab Analysis and Design is a lightweight application especially designed for building constructors that helps them design beamless concrete slab floors in accordance with ACI 318 frame method. d 2 Critical section for shear Concrete in this area is neglected for calculation 90° Fig. We will most likely have extra concrete on our volumetric mobile mixer. In two way slab, the ratio of longer span (to shorter span is less than 2. 5 it behaves as one-way slab. The two classifications are one-way slab and two-way slab. For Waffle Pod accessories 1. Design strip widths can be determined automatically by SAFE, or they can be manually defined by the user for more complex designs. These under all of the steel support legs and props. It assumes that the area under the slab as well as the slab edge are insulated to a minimum of R 10 (RSI 1. 1 INTRODUCTION 2. To use the Block Wall Calculator, simply enter the. The one-way slab is supported on two beams and then to the columns of the building. Calculations and results, shown below to the left, are based on Building Code Requirements for Structural Concrete (ACI 318-14) and Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10). CHECKS ON SLABS. Besides this above loading, the columns are also subjected to bending moments that have to be considered in the final design. input cells automatically cross out invalid data 3. automatic generation of a step by step design calculation. 7 ) clear spans (with 6 ribs) Slab thickness = 2. Finite element design without strips is also available and useful for slabs with complex geometries. Limit state method is used for analysis and design. 0, slab is called two-way slab, as shown in the fig. T (in) S (ft) 7 ½" 5'-7". (1) For simply supported slabs 25 to 30 (2) For cantilever slabs 10. 3 Horizontal movements in masonry walls 13. "Structural Engineering Forum of India, - SEFI - is a forum that enables and supports interaction among Structural Engineers and addresses the issues that concern them. it is impossible to obtain provided reinforcements with appropriate area. The structural calculations included here are for the analysis and design of primary structural system. The bearing of the slab on the supporting walls may be taken as 230 mm. Example Problem Of One Way Slab Design: A reinforced concrete slab is built integrally with its supports and consists of equal span of 15 ft. It was actually the widespread use of the “post-tensioned” slab-on-ground which induced this interest in design procedure and in many studies of reported slab failures. Note that design moment for slabs is calculated on a typical 1-ft wide section of the slab. The most effective method for designing structure is to use advanced structural design software like ETABS or STAAD. "Design of Slabs-on-Ground" - ACI 360R-06 - by American Concrete Institute "Slab Thickness Design for Industrial Concrete Floors on Grade" (IS195. Mat Slab Calculation Results An analysis of a mat slab-only foundation was performed for comparative analysis. Part of the GSE Concrete Design, it allows the user to quickly and efficiently generate design strips for any concrete slab. This problem is. Check the Slab Thickness viability for both Punching Shear & Beam Shear 4. The loop is fed by four or more ducts radiating out from the central plenum. DESIGN OF FLAT SLABS. CiteSeerX - Document Details (Isaac Councill, Lee Giles, Pradeep Teregowda): Design of slab-on-grade foundations on expansive soils requires that the geotechnical engineer determine the maximum differential heave and the distance in from the edge of the slab over which the differential heave takes place (PTI, 2004). Flat plate concrete floor system does not use beams between columns or. For sidewalks, slabs and driveways. the slab supporting the falsework. If you are planning to park large, heavy vehicles inside (such as trucks or larger RVs), you should consider making the slab 6” thick, and using 4000-psi concrete. bags: Number of 60 lb. This software will display the full report and worked example of reinforced concrete design calculations as per ACI, AS and Eurocode design standards. Design Manual to BS8110 Designing to BS8110 -Information required If you would like the punching shear specialists at LinkStudPSR to produce an accurate calculation using the LinkStudPSR design programme, please copy and complete the pro-forma at the back of this manual and Fax to 08456 528 528 or forward it to [email protected] The design procedure specifies the thickness and width of the horizontal wing of insulation that is to be installed around the perimeter of the slab-on-grade. Does anyone know of any good sources for hand calculations for a two-way post tensioned slab? I have PCA Notes 318-08 and a time saving design aid I found online. 2 Slab without drop. Two edge supported slab is always one-way. This video shows you how to calculate the amount of concrete required to pour a Concrete Slab on Ground with Splayed edge beam and a Rebated edge. 5 kN/m2 (153 kg/m2) in domestic buildings to approximately 1 0 kN/m2 (1053 kg/m2) in heavy industrial areas. Reinforced Concrete Nominal Moment Calculator – A Computer tool for Civil Engineering Students Abstract One of the primary objectives of an undergraduate reinforced concrete design course is to learn how to calculate the nominal moment capacity of reinforced concrete beams. Many of these earlier design aids intended to carry out relatively simple design calculations were eliminated in the SP-17(09) edition. English units. Design of Pad Footing Cracking & Detailing Requirements • All reinforcements should extend the full length of the footing • If >1. 0 Some highlighted aspects in Basis of Design 3. For calculations total load on columns, Beam, Slab we must know about various load coming on the column. This includes a detailed report of the calculations and additional design features. In this video I have shown RCC SLAB DESIGN IN MS EXCEL as per ACI Code & Detailing in AutoCAD Design Code: ACI software used: MS EXCEL for Slab Design, ETABS for Structure Design, AutoCAD for Drawing & Detailing Reference Book: Design of Concrete Structures By Winter & Nilson (7th ,13th,14th Edition). How much does a concrete slab cost? The average cost for a standard 12′ x 12′ shed concrete slab costs roughly: $720 – $1,200. Tel: 909-985-0787 Fax: 909-985-5787. These recommendations are for the design of shear rein-forcement using shear studs in slabs. Because of this rotation of footing can be avoided. Slab calculations. (all yields are approximate and do not allow for uneven substrate, waste, etc. Normally, formwork is designed to support load from fresh concrete (including static pressure), their self weight, live load […]. RCC Slab Design is a free app for designing one way and two way reinforced concrete slab systems as per Indian Standards. EXAMPLE C1. The slab itself is usually set at a thickness of 0. 2 WAFFLE SLAB DESIGN 1. Floating Slab Foundation and Concrete Volume Calculation Forces Acting on a Foundation, Batter Boards, and Excavation Stakeout Post and Grade Beam Foundations with Concrete Volume Calculations. I have a two storey building, and my second floor and roof loads are transmitted to column footings below my slab on grade. While the calculations are relatively simple its. 26 Diagram 91. Design of Reinforced Concrete Structures ECIV 3016 LECTURE3: dead load calculation Second Term 2012 Take thickness of slab 26 cm 20 cm block + 6 cm topping slab Calculation of Dead Load Calculate the dead load of a one way ribbed slab of thickness = 23 cm Given: = 2. SCIA combines structural engineering and design know-how with technology, to provide powerful structural analysis software and high-level support. 1) specifies that the design should be not farther away from than 0. (feet + inches) Enter the grid spacing. 0 Footings. On the right is the slab formwork for a suspended concrete slab to a multi story building, but this system of concrete formwork could just as easily be used on an owner builder house. Three types of load are considered while designing slab: 1. Becker Computerized Structural Design, S. Slabs are usually used in floor and roof construction. It should include the following: 1. I need help to design a slab on grade. For slabs with light loads, as those for homes, include wire mesh midway up the thickness of the slab to reduce cracking. 3 review question. This calculator estimates the required amount of cement, sand and aggregate (stone) for mixing on site for a given area of concrete. 036 klf DWUtl = WUtl 1 ft. UHPC Link Slab Design UHPC Workshop June 28th, 2017 Jim Scarlata, P. It looks great but the Data Page is locked and needs a password to change any input data. m Properties (activity) of clay Depth of clay (active zone) Soil suction One set of e. Appendix A: Design Plans 102‐103 Appendix B: Dead Load Calculations 104‐105 Appendix C: LFD Live Load Distribution Factor Calculations ‐108106 Appendix D: LRFD Live Load Distribution Factor Calculations ‐115109. Or you can simply treat the pillar or column like it’s cross section is square and. There are two types of slab classification based on the direction of bending occurs in these slabs. , Canada, Mexico, Asia and Europe, and companies supplying materials, services and equipment used in post-tensioned construction. Other basic assumptions used in the flexural analysis of the "Slab on Grade" worksheet are as follows:. SLABS is a program that can be used by structural engineers to perform a static analysis and design of reinforced concrete slab systems of any shape, including suspended slabs and slabs-on-ground. Distribute. These recommendations are for the design of shear rein-forcement using shear studs in slabs. 2 The actual spacing of underpins supporting interior floor slabs will depend to some extent on contractor means and methods, and on in-situ conditions, and. Limit state method is used for analysis and design. Determine whether the slab geometry and loading allow the use of the direct design method as listed in DDM. This new edition of a highly practical text gives a detailed presentation of the design of common reinforced concrete structures to limit state theory in accordance with BS 8110. EXAMPLE 12 - RAIL ANCHOR SLAB DESIGN 2 21 Rail Anchor Slab Overturning Mn = ∑(DL Moments) ≥ Mu = CT Mr NCHRP Report 663 (7-3,7-4) Mr = Ls Ha Test Level TL‐4 CDOT BDM 13. These tables should simplify the calculations. SLABS is a program that can be used by structural engineers to perform a static analysis and design of reinforced concrete slab systems of any shape, including suspended slabs and slabs-on-ground. , Los Angeles, California. European Commission Joint Research Centre Institute for the Protection and Security of the Citizen Contact information Address: Joint Research Centre, Via Enrico Fermi 2749, TP 480, 21027 Ispra (VA), Italy. 15 Pile supported floors. It looks great but the Data Page is locked and needs a password to change any input data. Analysis and Design of Slabs. NOTE: If you are unable to count the number of paving slabs don’t worry put in a percentage of the different sized pavers to be used instead. 40 to calculate the number of 4 way. One-and Two-Family Standard Garage Slab and Foundation Wall Details for use with the 2012. ACI 360, "Design of Slabs-on-Grade", refers to this as a Type B slab. bags: Number of 60 lb. The thermal resistance and width of the perimeter insulation is specified. 1(a)], in which the structural action is essentially one-way, the loads being carried in direction perpendicular to the supporting beams or walls. The design shear force V d is below the maximum punching strength V Rd,max. 3-Introduction 8. Hollowcore floors (also known as slabs or planks) are lightweight, efficient, and strong. This latest release has seen a number of changes introduced which will in turn affect the current design calculations for residential slabs-on-ground. Excel Spreadsheet Design for Civil and Structural Engineering Calculations Over the course of my academic and professional careers, I have learned a lot both from demanding teachers as well as helpful friends, and my Excel skills have improved immensely. The slab itself is usually set at a thickness of 0. Punching shear is a type of failure of reinforced concrete slabs subjected to high localized forces. The ability of UHPC to develop ultimate tensile strains up to 0. the following table can be referred. 1—Minimum thickness of solid nonpre- stressed one. In the subsequent section the main parts of the assessment procedure are described. Analyze composite slab design criteria and calculations to show how a span can be increased and meet strength and deflection requirements without a significant increase to the weight of a slab. Slab surface geometry is a function of the as-constructed surface geometry and the load-induced post-construction distortion of the slab deflection surface5 including both the initial settlement of the foundation and distortion due to expansive soil movement. mat slab foundation design BASIS OF FLOOR SLAB ON GRADE DESIGN. FRPpro™ structural analysis program is an advanced software package for structuraland civil engineering design, analysis, and reference for fiber reinforced polymer (FRP) reinforcement and strengthening. 80 Save Concrete Sismicad Wood - Wood structural design. Design Of Reinforced Concrete Structures ii Two-Way Slabs 1 1. 75 Kn/m Bending Moment B. Concrete Column Design is a software that will design or check concrete columns for axial tension, compression and biaxial moments. Top reinforcement in the direction of y-axis at the point (9. One and Two Way Slab Quantity. ARCH-BEAM-CULVERT STRUCTURAL DESIGN GUIDELINES The Cohos Evamy Partners 5 9. • Local specifications and design handbooks may include minimum requirements and design tables to assist in the sizing of manhole structures. (total depth) slab. Waterproof Slabs Post-tensioned slabs can be designed to be crack free and therefore waterproof slabs are possible. It is hard to evaluate without being able to change the input data. Design of Heel and Toe 25 1. Mat Slab Calculation Results An analysis of a mat slab-only foundation was performed for comparative analysis. Note that design moment for slabs is calculated on a typical 1-ft wide section of the slab. 2 Notation for tendon drawings 28 Appendix A Calculation of Tendon Geometry Appendix B Formula for slab span/depth ratio. JRCP Reinforcing Steel Design. To get an accurate estimate please contact us. 3 Collision Load Factor CT = 1. Wall footing design is carried out with some assumptions that should be considered while designing. Punching shear is a type of failure of reinforced concrete slabs subjected to high localized forces. 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. DESIGN OF PILE CAP. There are some basic differences between one way slabs and two way slabs. SIZING CONSIDERATIONS Florida DOT Drainage Handbook: Storm Drains (January 2004) Table 4-2 78 in. M , W*L 2 /8 = 6. Determine the reinforcement. One-way slabs:. SECTION 7 STRUCTURAL STEEL 7-3 Edition and the AASHTO LRFD 4th Edition. the thickness of the slab. two way slab design calculations. 1(a)], in which the structural action is essentially one-way, the loads being carried in direction perpendicular to the supporting beams or walls. To use the Block Wall Calculator, simply enter the. Slab is designed as per 1 M width of panel. In two way slab, the ratio of longer span (to shorter span is less than 2. Various Load calculation on column, Beam & Slab: 1) Column Self Weight X Number of floors. Even while designing they are considered as one-slabs with cantilever fixed or continuous at supports. Circular Slab Reinforcement Calculation. On the right is the slab formwork for a suspended concrete slab to a multi story building, but this system of concrete formwork could just as easily be used on an owner builder house. RETAINING WALL DESIGN (BS 8002:1994) TEDDS calculation version 1. Slab Reinforcement. Determine Slab Thickness, t 2. bags: Number of 50 lb. to prevent any upward forces being transmitted into the deck slab extension. bags: Number of 80 lb. Only the Calculations option is active which may be performed using either the equivalent stiffness (elastic) or the stiffness update (inelastic) methods. We will refer to the PCA Rectangular Concrete Tanks design manual as PCA-R, and the circular tank design manual as PCA-C. Crack control around vertical openings is not covered. Design the slab using the data given below; Purpose of building - Residential f ck = 25 Mpa f yk = 460 Mpa Concrete cover = 25 mm Height of block wall = 2. Both sides are flattened to enable further processing of the slab and to ensure the finished surface can be easily installed. Can't find the live edge slab you want? We are cutting/drying more on a daily basis. the following table can be referred. Design Step 5. EXAMPLE CALCULATION 4 Equipment. moment from the Direct Design Method calculation is divided between the columns above and below the slab in proportion to the column stiffnesses, 4EI/l. During the 2 sided flattening step, the thickness of the slab is commonly reduced by roughly 1/2". Concrete Slab Estimator. The design procedure includes determining slab thickness based on moving live loads and then checking adequacy of slab thickness for stationary live load. DESIGN OF PILES BASED ON LOAD CAPACITY. Using the CFS Slab Calculator, you can quickly and easily generate designs and specifications for uniform loads, wheeled loads, and rack post loads. The benefits of choosing flat slabs include a minimum depth solution, speed of construction, flexibility in the plan layout (both in terms of the shape and column layout), a flat soffit (clean finishes and freedom of layout of services) and scope and. 1 INTRODUCTION 2. Buettner and Roger J. The design of composite slabs and beams is discussed in detail in relation to the Eurocodes and BS 5950. For the calculation of delecftion, firstly, the slab is considered to be simply supprted. SYSTEM DESIGN 3 Total System Btu/hr Capacity 3 Total Flow Rate 3 Tubing Selection 3 Total Tubing and Number of Loops Required 3 Manifold Selection and Location 3 Pumps, Expansion Tanks and other Accessories 4 3. Estimate settlements 8. Anyone who uses your calculator must enter an email address or phone number. in both directions, 8. Economically design post-tensioned and reinforced concrete floors including slabs, mats, and rafts, with exceptional visibility into compliance, efficiency, and practicality. • Connection details for supported beams and slabs. com Internet: www. 01D) - by Robert G. SECTION 7 STRUCTURAL STEEL 7-3 Edition and the AASHTO LRFD 4th Edition. Analysis and Design of One-way Slab: Design steps: Step 1: Preliminary Design: Find depth of slab using deflection control criteria. In this post, we are going to explain how to calculate steel quantity for the slab? For b oth one way and two way slab with an example. To verify the size effect a thick reinforced concrete slab, experimental studies on the shear '~'"A'"'"'"-LAA of large reinforced concrete circular slabs subjected to distributed. The failure is due to shear. It was actually the widespread use of the “post-tensioned” slab-on-ground which induced this interest in design procedure and in many studies of reported slab failures. Concrete floor slabs on grade are subjected to a varie ty of loads and loading conditions. of Ec (except pretensioned beams). 70 psi Concrete Flexural Strength F = 600. 0 Corbels 9. For agencies seeking SNSIAP accreditation or looking for more information about grant funding. FULL HAND CALCULATION, ANALYSIS AND DESIGN OF MULTI STORY BUILDING. The benefits of choosing flat slabs include a minimum depth solution, speed of construction, flexibility in the plan layout (both in terms of the shape and column layout), a flat soffit (clean finishes and freedom of layout of services) and scope and. ACI design factors for calculating shear and moment in slab Limitation. 100 psf is a reasonable load for light storage and I would normally use a 5" thick slab for commercial buildings and a 4" slab for residential. DESIGN CRITERIA There are three criteria which must be considered for the design of a conventional one -way slab system: 1. Further foundation design can be calculated from our full version version Foundation Design Software. 2 Openings adjacent to columns 25 Diagram 8. You can use the tool to create and layout a room with the exact measurements and the fixtures of your choice in order to ensure that your quote is as accurate as possible. • Local specifications and design handbooks may include minimum requirements and design tables to assist in the sizing of manhole structures. A monolithic concrete slab has footing which is lower than the floor area to improve its. The grid is the horizontal and vertical spacing of your rebar. 4 Live load factor f_l = 1. In the subsequent section the main parts of the assessment procedure are described. Full contact (support) between the slab and foundation. DIMENSIONS Square panels, minimum of three slab spans. This dedication to giving investors a trading advantage led to the creation of our proven Zacks Rank stock-rating system. Move up/down to post spacing, x = 66. This type of failure is catastrophic because no visible signs are shown prior to failure. Calculate Aspect Ratio Aspect Ratio > 2 = Longer span/Shorter span 2. DESIGN OF PILES BASED ON LOAD CAPACITY. RCC Slab Design is a free app for designing one way and two way reinforced concrete slab systems as per Indian Standards. 0 Corbels 9. Pile Cap Design Calculation Download Core Wall Design Spreadsheets to Eurocode 2 (EN 1992-1: 2004) Download Two Way Slab Design Spreadsheets to Eurocode 2 (EN 1992-1: 2004) Download One Way Slab Design Spreadsheets to Eurocode 2 (EN 1992-1: 2004) Download Sub Frame Analysis Spreadsheets to Eurocode 2 (EN 1992-1: 2004) Download. Two-way slabs have two way bending unlike one-way slab. 1 (ACI 318-11 13. I'm trying to do a quick check of the capacity of an existing building. Note that design moment for slabs is calculated on a typical 1-ft wide section of the slab. bags: Number of 80 lb. CE 433, Reinforced Concrete Design Summer 2013 Example Slab Design 1 / 2 Material Properties Geometry compressive strength of concrete f'c 5,000 psi span length of slab (beam spacing L 18 ft center to center coefficient for depth of stress block 1 0. Now, I just need to design my slab on grade for a relatively small uniformly distributed load (Live load = 4. Kiln dried wood slabs must first be re-flattened on both sides to remove any irregularities that happened during drying. They may be supported on two opposite sides only [Fig. In some cases, plain concrete design may be applicable. Formwork is usually temporary (struck from concrete after curing) or permanent. Eurocode 8: Seismic Design of Buildings Worked examples Worked examples presented at the Workshop "EC 8: Seismic Design of Buildings", Lisbon, 10-11 Feb. These calculations shall govern the structural portion of the working drawings. Concrete Slabs – Total Average Cost per square foot. Submit field or laboratory test records used to document that proposed mixture will achieve the required average compressive strength and other specified requirements in section 2. 0 Some highlighted aspects in Basis of Design 3. The one-way slab is supported on two beams and then to the columns of the building. Floating Slab Foundation and Concrete Volume Calculation Forces Acting on a Foundation, Batter Boards, and Excavation Stakeout Post and Grade Beam Foundations with Concrete Volume Calculations. When pouring concrete slab, if done simultaneously with the footing as depicted by detail 14 below, the term commonly used is Monolithic slab. For the calculation of delecftion, firstly, the slab is considered to be simply supprted. Soil Design Parameters Edge Moisture Variation Distance. 00 per square foot. This free online calculator will calculate maximum length of slab, it is a free civil engineering tool. Enter chart with slab stress = 16. The number of Auto Design Cuts are defined when you draw the Support Line and can be modified in the Slab Design Strip spreadsheet. Snowmelt Design 1 Zoning the System 1 Control Strategy 2 Insulation 2 Drainage 2 Loop Patterns 2 2. Adequate anchorage should be provided for the bent bars. Calculate Aspect Ratio Aspect Ratio > 2 = Longer span/Shorter span 2. CiteSeerX - Document Details (Isaac Councill, Lee Giles, Pradeep Teregowda): Design of slab-on-grade foundations on expansive soils requires that the geotechnical engineer determine the maximum differential heave and the distance in from the edge of the slab over which the differential heave takes place (PTI, 2004). Advice agencies. Design the slab and beams. For design with mild steel stresses, ratios can be increased by 15%. Appendix A: Design Plans 102‐103 Appendix B: Dead Load Calculations 104‐105 Appendix C: LFD Live Load Distribution Factor Calculations ‐108106 Appendix D: LRFD Live Load Distribution Factor Calculations ‐115109. ROOFDECK is a spreadsheet program written in MS-Excel for the purpose of analysis and design of roofs with steel deck. CHECKS ON SLABS. Determine the slab reinforcement. Masonry design procedures follow the allowable stress design method of ACI-530. 25 psf Total load on slab, w = 31. The structural calculations included here are for the analysis and design of primary structural system. Reinforced Concrete Slab Design Using the Empirical Method BridgeSight Solutions™ for the AASHTO LRFD Bridge Design Specifications BridgeSight Software TM Creators of effective and reliable solutions for the world's bridge engineers 2688 Venado Way Rescue, CA 95672 Phone: 530-672-1569 E-mail: [email protected] 5-Data needed for design of reinforced slabs 8. It uses a premixed cement density of 133 pounds per cubic foot (60 pounds/0. Such loads consist of the weights of the structural system itself and of all other material and equipment perma-nently attached to the structural system. Design Method: Load and Resistance Factor Design Design Live Load: The Design Live Load (HL93) consists of a design truck or design tandem and a design lane load, and a NM permit design live load P327-13 Dead Loads: 150 pcf is assumed for concrete unit weight. The design procedure separately includes determining thickness of slab under wall load. Search all products, brands and retailers of Slab calculations: discover prices, catalogues and new features. The design procedure includes determini ng slab thickness based on moving live loads and then checking adequacy of slab thickness for stationary live load. It is noted that an undue amount of non-prestressed reinforcement is calculated and added in the design to reduce the crack width to the maximum allowable value. Concrete Slab Estimator. The SAFI FOOTING CALCULATOR can be used in French or English with metric units, imperial units or any combinations of metric and imperial units. Design Of Reinforced Concrete Structures ii Two-Way Slabs 1 1. European Commission Joint Research Centre Institute for the Protection and Security of the Citizen Contact information Address: Joint Research Centre, Via Enrico Fermi 2749, TP 480, 21027 Ispra (VA), Italy. FRPpro™ structural analysis program is an advanced software package for structuraland civil engineering design, analysis, and reference for fiber reinforced polymer (FRP) reinforcement and strengthening. As we know that density of Reinforced concrete is 25 KN/m3. CE 433, Reinforced Concrete Design Summer 2013 Example Slab Design 1 / 2 Material Properties Geometry compressive strength of concrete f'c 5,000 psi span length of slab (beam spacing L 18 ft center to center coefficient for depth of stress block 1 0. (all yields are approximate and do not allow for uneven substrate, waste, etc. 6 Earth and water pressure factor f_e = 1. While the. I am receiving the following messages after running my slab design calculations. ACI 318 02 & 05. The result is a lightly reinforced slab designed to offset the effects of temperature and shrinkage of the concrete. This space, referred to as the fillet or haunch by IDOT, typically consists of. The one-way slab is supported on two beams and then to the columns of the building. 25 Kn/m Floor finish = 2 Kn/m Filling load = 3. • Local specifications and design handbooks may include minimum requirements and design tables to assist in the sizing of manhole structures. Hi guys, for this exploration we decided to make it as a freebie. the design, the link slab also acts as a semi-rigid link between spans transferring compressive, tensile, and shear stresses due to horizontal loads. It is hard to evaluate without being able to change the input data. It assumed in this calculator that they are the same. His analysis suggested that the current slab design (1914) underestimated the moments by 30 to 50%. This is traditionally. resistance of a slab, the design moment, M ed transferred from the slab to a column and the design shear, V ed are obtained from the relevant analysis. Too little. 12 Preliminary design method to determine initial slab. ACI co-efficient method. The badly designed or badly executed foundations can cause failure. Two ways Post Tension Slab Design This book is example hand calculation for design post tension slab Pre-planing Define materials loading Primary sections Structural System and Modeling Structural Analysis Design and Checked Result and Detailing Structural Drawing Shop Drawing Download from Google Drive File Format : PDF File Size : 2. English units. [FREEBIE] - BMI calculator designed by Aryo Pamungkas for SLAB Design Studio. It looks great but the Data Page is locked and needs a password to change any input data. This spreadsheet allows user to design a two way spanning reinforced concrete slab in accordance with the British Standard BS 8110. In case of calculation simulations the modelling is based on the approach. 1—Minimum thickness of solid nonpre- stressed one. Welcome to our online Paving Calculator tool. nice user-friendly interface 2. This free online calculator will calculate maximum length of slab, it is a free civil engineering tool. 5 slab only we can design it as two way solid slab by thickens from up to cm as per design load. Floor Deck Calculations Performs all aspects of composite slab design for floor slabs using SMD composite deck profiles R51, TR60+ and TR80+ and shutter only TR50 floor deck (non-composite. Concrete Slab Calculations One of our Building Designers asked me the other day if a 10% “shrink factor” should be used when advising how much concrete it takes to pour a concrete slab on grade. 2 Openings adjacent to columns 25 Diagram 8. Here are the steps for the Design Procedure for One Way Slab in steps. Cross-sections can include a combination of rectangular, I, T and L-sections, and spans can have constant or tapered sections. One way slab design. A flat piece of concrete, put on the walls or columns of a structure. Due to the high concentrated aircraft gear loadings, the Navy recently revised its hangar design criteria in UFC 4-211-01 "Aircraft Maintenance Facilities" to encourage the design methods reflected in UFC 3-260-02 "Pavement Design for Airfields" and Pavement Computer Aided Structural Engineering (PCASE). Design Criteria for Composite Steel Deck- same as non-composite • Allowable stress • Calculated theoretical deflection shall be based on the load of the concrete as determined by the design slab thickness and the load from the steel deck, uniformly applied on all the spans and shall be limited to L/180 or ¾ inch, whichever is smaller. This section, taken largely from the 1993 AASHTO Guide, briefly discusses the design process for JRCP and CRCP. slabs using computer simulations reﬂecting real behaviour. The design follows the PTI (IBC, UBC) recommendations, with enhancements where necessary (E-PTI). Default is 50 psf which you can change. SLABS is a program that can be used by structural engineers to perform a static analysis and design of reinforced concrete slab systems of any shape, including suspended slabs and slabs-on-ground. Slab Reinforcement. The bars we use in the Tension zone of the slab is called Bent. d 2 Critical section for shear Concrete in this area is neglected for calculation 90° Fig. 113 klf DCBarrier = 0. A foundation in residential construction may consist of a footing, wall, slab, pier, pile, or a combination of these elements. 1/32" 1/16" 1/8" 1/4" 1/2" Running Bar Points (Length - Left to Right):. Design is defined as the decision-making process of planning, sizing, detailing, and developing specifications preceding construction of slabs-on-ground. For exterior panels spanning to walls, use 85%-90% of the quoted ratio. FULL HAND CALCULATION, ANALYSIS AND DESIGN OF MULTI STORY BUILDING the design of reinforced concrete slabs, beams, columns, footings and Staircase were made by hand calculations according to. Two-Way Joist Concrete Slab Floor (Waffle Slab) System Analysis and Design Design the concrete floor slab system shown below for an intermediate floor with partition weight of 50 psf, and unfactored live load of 100 psf. Vardhaman V. 2 Causes of movement in buildings 13. To prevent …Continue reading. 3 also contains the table of fixed end moments used in this appendix. The design of composite slabs and beams is discussed in detail in relation to the Eurocodes and BS 5950. 25 Kn/m Floor finish = 2 Kn/m Filling load = 3. The punching problem of reinforced concrete flat slabs and flat foundations has two main aspects, related to load carrying capacity of these structures under shear forces. 9 · Alex Tomanovich. The project also consists of cross check of manual results with the. European Commission Joint Research Centre Institute for the Protection and Security of the Citizen Contact information Address: Joint Research Centre, Via Enrico Fermi 2749, TP 480, 21027 Ispra (VA), Italy. Prior … Continue reading "Anchor. nice user-friendly interface 2. There are two types of slab classification based on the direction of bending occurs in these slabs. 2 m Beam width, b = 0. 0 Some highlighted aspects in Basis of Design 3. Anyone who uses your calculator must enter an email address or phone number. Quikrete’s calculator eliminates the guesswork: Just enter the square footage for the slab, and it will crank out the size and number of bags of concrete mix for either a 4-inch- or a 6-inch. Master of Science And hereby certify that, in their opinion, it is worthy of acceptance. Dead load of the slab 2. CHECKS ON SLABS. Girder spacing = 9. Use our handy calculator to work out how many slabs you require to cover a surface area. Design of Prestressed Building Slab You are required to design the most economical and functional structural members. The slab with haunch, also known as a downturned slab, works similarly to the moment-resisting foundation, and a rigorous design would result in the “haunch” of the size similar to the footing of the moment-resisting foundation. Following are the RCC Slab Design and Detailing guidelines: & Ad Free!. Constitution D J LeeCBE BScTech DIC FEng FIStructE FICE Chairman, (until April 1995) (previously G Maunsell & Partners) R S Narayanan BE(Hons) MSc DIC FEng FIStructE Chairman, (from May 1995) (S B Tietz & Partners) ProfessorAWBeebyBSc(Eng) PhD CEng MIStructE MICE (University of Leeds) PG CobbCEng MICE (Sir Robert McAlpine & Sons Ltd). You can design a single span (simply supported, fixed or cantilever) or many continuous spans. It is noted that an undue amount of non-prestressed reinforcement is calculated and added in the design to reduce the crack width to the maximum allowable value. Prepared for the PCI Hollow Core Slab Producers Committee John E. Load distributions were again assumed to be uniform for each zone. Professor Vellore Gopalaratnam. Civil calculator to calculate the required volume of mixer to pour for a concrete slab with the known measurements of width, length and thickness. 100 klf DCOverhang = WC tOH * 1 ft. Rectangular Beams and One-way Slabs Page 2 of 9 Two Methods: 1. 2 Underpins Supporting Interior Floor Slabs 8. 5 it behaves as one-way slab. When builders fill around a waffle slab with sand fill the underlying lay of the land is obscured and water can flow through the sand and under the slab. Monolithic concrete slab is the most cost effective method for constructing cement floors or concrete garage floor. 1-way RC Slab Design (AS 3600:2018) 2-way RC Slab Design (AS 3600:2018) (Coming soon) Something missing? Let us know. Calculate the maximum wall load that the maximum wall load that a concrete slab-on-grade floor can support at a joint or at the center/interior of the slab. 2 - Changed placement and spacing Added requirement to submit design calculations in PDF format Section 1. An interior load condition is assumed for flexural analysis. Excel Spreadsheet Design for Civil and Structural Engineering Calculations Over the course of my academic and professional careers, I have learned a lot both from demanding teachers as well as helpful friends, and my Excel skills have improved immensely. CALCULATE VERTICAL LOADS (concluded) 101,228 lbs. 84) Ar/At = 0. Footing: 31,536 lbs. Determining the type of slab to design is one of the early decisions to be made in the solid slab design process. Subjects Covered Dead loads in FE Differential temperature in an FE Slab The use of composite members to represent FE results FE results with discontinuities in slab thickness Principle moment vectors Outline Consider the finite element slab, as described and modelled in example 6. For calculations total load on columns, Beam, Slab we must know about various load coming on the column. 3 Design procedure for shear reinforcement. Structural Loads ppy the structure. Illustrating to the problematic is, for example, the fact that, say, 2500 ton foundation slab supporting a wind turbine is traditionally designed using the same methods and suppositions as a simple column footing which needs to. 3 F is the total design ultimate load on the strip of slab between adjacent columns considered (1. Design of 24-m span hyperbolic shell slab and its application in the construction of grain depots Feng Tianmm1 Abstract The 24-m span hyperbolic shell slab IS a space thin-wall structure that integrates mathematical model, high-strength steel and high-grade concrete mto one body. It designs the slab at thousands of discrete points taking into consideration an unlimited number of load cases. 15 psf is assumed for steel stay-in-place forms. 541 Mechanics and Design of Concrete Structures Spring 2004 Prof. The superimposed load on the slab is to be 3500 N per square metre. See Design Step 5. A civil engineer must know all the aspects regarding the flat floor system. Design Manual to BS8110 Designing to BS8110 -Information required If you would like the punching shear specialists at LinkStudPSR to produce an accurate calculation using the LinkStudPSR design programme, please copy and complete the pro-forma at the back of this manual and Fax to 08456 528 528 or forward it to [email protected] 00 psi Modulus of Elasticity E = 3,602,728. Slab Rack Storage Calculator. Design Approach : General •After making an initial selection of the slab thickness, the second step in slab design is to determine the amount and distribution of prestress. Normally, formwork is designed to support load from fresh concrete (including static pressure), their self weight, live load …. Exception: Only one set of plans and no calculations are required, when there is a valid City of Los Angeles Standard Plan for the swimming pool on file with the Department. Main features of the spreadsheet 1. 15 Pile supported floors. S-FRAME Software. Procedures of Two Way Slab Design by Direct Design Method Determine slab type and layout. Subtract the thickness of the slab for the depth. Slab is designed considering to be a beam of 1m length. The thermal resistance and width of the perimeter insulation is specified. To prevent …Continue reading. Applying a fresh stain or a sealer over an existing backyard patio is the most cost-effective idea for updating concrete. Excel Spreadsheet Design for Civil and Structural Engineering Calculations Over the course of my academic and professional careers, I have learned a lot both from demanding teachers as well as helpful friends, and my Excel skills have improved immensely. (For final calculations this Slab Design Let the slab thickness to be 6″ with one layer of reinforcing. Our online Design Tool is the first of its kind in the radiant heating industry. 14 Restraint to curling and hogging. Continuous Beam/Slab Design. Main steel is only provided parallel to span. European Commission Joint Research Centre Institute for the Protection and Security of the Citizen Contact information Address: Joint Research Centre, Via Enrico Fermi 2749, TP 480, 21027 Ispra (VA), Italy. 11 cubic yards. automatic generation of a step by step design calculation. Most of the slabs can be finished to approximately a thickness of 1/2" to 1" less than it's rough thickness. Procedures of Two Way Slab Design by Direct Design Method Determine slab type and layout. Formwork is usually temporary (struck from concrete after curing) or permanent. For people applying for or granted legal aid, or an opponent in a legal aid case. input cells automatically cross out invalid data 3. 8 lb US ( 1. Cantilever slab is always one-way. Deck slab weight The total thickness of the slab is used in calculating the weight. Rebar Calculator Processing. concrete materials, mixture design, placement procedures, and finishes. Punching shear is a phenomenon in flat slabs caused by concentrated support reactions inducing a cone shaped perforation starting from the top surface of the slab. Calculators for structural engineers, construction professionals and steel building specifiers. Further foundation design can be calculated from our full version version Foundation Design Software. 1 Recommended Design and Construction Details. 3 for the basic information about creep and shrinkage effects. This video shows you how to calculate the amount of concrete required to pour a Concrete Slab on Ground with Splayed edge beam and a Rebated edge. Take Span/d = 25 for simply supported slab. automatic generation of a step by step design calculation. Summary of Bill of Quantities (Civil Works) Bar Bending Schedule. 16 Design criteria. Cantilever Slab Design Calculation & Procedure Design of cantilever slab to Eurocode 2 Span of slab 1. Members of the Institute include major post-tensioning material fabricators in the U. the slab supporting the falsework. 8 lb US ( 1. Now set up string lines across the slab and lay the first two courses of bricks. Connect with them on Dribbble; the global community for designers and creative professionals. No attempt is made to finish the re-bar design for required lengths or the number of bars to be carried continuously as this is concrete design. Note - We need to calculate the Typical L's for the 1 st half only, for the 2 nd half we will multiply it by 2 excluding the main bar. Even while designing they are considered as one-slabs with cantilever fixed or continuous at supports. Since 1988 it has more than doubled the S&P 500 with an average gain of +24. RCC Slab Design depends on the on the dimensions of the slab after which the slab is termed as a one-way slab or a two-way slab… In the design of RCC structures, Column Design and Beam Design are to be done before we start with RCC Slab Design… Basic Rules followed in the design of simply supported Slab. Design Calculator for Quick Estimation of Concrete and Reinforcement in the Flat Plate Slab Mr. Round Measurements To. Adopt M 15 grade of concrete and mild steel reinforcement. Exact Spacing (Width) 16" Middle space 10" Total Bar Length 416. 8 CHAPTER 8: DESIGN OF ONE-WAY SLABS 8. The application enables you to perform various calculations by changing the input geometry and density,. tance from ACI staff, are acknowledged. contact area = 70. As we know that density of Reinforced concrete is 25 KN/m3. slab track design for high speed lines. Slab: 89,100 lbs. Oral Buyukozturk Outline 11 –– One-way slabs –– Two-way slabs l1 1 2 2 l l l2 < l1 1 2 2 l l l2 ≥ Two-way slab One-way slab o According to the support and boundary conditions Choice of slab type Limit analysis – Yield Line Theory o Ductility and Yield Line Theory. JRCP Reinforcing Steel Design. Therefore there are several different systems that might be considered: If the building is narrow enough, the external walls alone can support the entire floor structure. automatic generation of a step by step design calculation. ACI 360, "Design of Slabs-on-Grade", refers to this as a Type B slab. Slab design is comparatively easy when compared with the design of other elements. Select either the Theoretical (required) reinforcement layout located in the RC slabs design or Design > Required reinforcement of RC slabs/walls - options > Calculations to evaluate the reinforcement area for plates or shells. With accurate to temperature and shrinkage, minimum of φ33 bars diameter will be used in both direction and crossing each other over the blocks ( practically). 25 psf Total load on slab, w = 31. Intermediate values may be interpolated. For further information see (1) "Load carrying capacity for concrete slabs on grade" in the ASCE Journal of Structural Engineering January 1997; (2) Acceptable Design & Analysis methods for use of slabs-on-grade foundations, City of Los Angeles LAMC91. Note - We need to calculate the Typical L's for the 1 st half only, for the 2 nd half we will multiply it by 2 excluding the main bar. Save Discover the latest trends in Design and Architecture. It assumes that the area under the slab as well as the slab edge are insulated to a minimum of R 10 (RSI 1. Design of Prestressed Building Slab You are required to design the most economical and functional structural members. Spread Footing 3. This spreadsheet allows user to design a two way spanning reinforced concrete slab in accordance with the British Standard BS 8110. Two-Way Joist Concrete Slab Floor (Waffle Slab) System Analysis and Design Design the concrete floor slab system shown below for an intermediate floor with partition weight of 50 psf, and unfactored live load of 100 psf. The one-way slab is supported on two beams and then to the columns of the building. 2011 Support to the implementation, harmonization and further development of the Eurocodes 5. One and Two Way Slab Quantity. JRCP reinforcing steel design is a straightforward process that depends on the following three factors:. Figure 6 gives a modification coefficient which will adjust the cantilever length for smaller slabs depending on the slab size. 1 Design a floor slab simply supported over a clear span of 3m. Load Stress Example Calculations Example 1. They can be insulated, both underneath and on the edges. 1 - GEOMETRY. 26 Diagram 91. Design of section for cross-beam: Effective flange width shall be the least of the following: a) Dead load shear: The distribution of dead load of slab, wearing course etc. The calculator will indicate the number of 60 lb bags you will need to build a 4 inch or 6 inch slab. 75 m Unit weight of concrete = 25 kN/m 3 Unit weight of block with. Construction Engineering Calculations and Rules of Thumb begins with a brief, but rigorous, introduction to the mathematics behind the equations that is followed by self-contained chapters concerning applications for all aspects of construction engineering. Calculate volumes for concrete slabs, walls, footers, columns, steps, curbs and gutters. Introduction Backpropping of concrete slabs during construction is a subject often misunderstood in the industry. Adopt M 15 grade of concrete and mild steel reinforcement. Design Step 5. Or you can simply treat the pillar or column like it’s cross section is square and. It assumed in this calculator that they are the same. This free online calculator will calculate maximum length of slab, it is a free civil engineering tool. Calculation Description: "GRDSLAB" is a spreadsheet program written in MS-Excel for the purpose of analysis of concrete slabs on grade. RCC Slab Design is a free app for designing one way and two way reinforced concrete slab systems as per Indian Standards. Here are the steps for the Design Procedure for One Way Slab in steps. Compaction test required when fill exceeds 18”, 95% minimum compaction required. The concrete slab design module may also be used to design raft footings. Excel sheets are often very useful to determine the slab thickness and reinforcement detailing. A standard grey concrete slab typically costs $700 – $3,000, let’s explore what affects the cost. contact area = 70. For One Way Slab 1. ClearCalcs has calculations for a wide range of materials including wood, steel, concrete, and cold-formed steel 1-way RC Slab Design (AS 3600:2018) 2-way RC Slab. The calculation checks the design of one or two-way spanning reinforced concrete slabs. While the. The design procedure separately incl udes determining thickness of slab under wall load. Tabulated formulas that recommend minimum slab thickness based on span are found in the Concrete Design section of the Specifications. 15 psf is assumed for steel stay-in-place forms. We have qualified engineers with years of experience in precast slab systems. Plate Girder Splice: Design of boltes splice for steel plate girders following AASHTO LRFD, 3rd Edition (2004). According to the way loads are transferred to supporting beams and columns, slabs are classified into two types; one-way and two-way. One-way slabs:. input cells automatically cross out invalid data 3. Calculate Aspect Ratio Aspect Ratio > 2 = Longer span/Shorter span 2. So even design checks can give you less depth, checking for deflection always. 1 General 13.

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