** Design of Solid Slab - Free download as PDF File (**.pdf), Text File (.txt) or read online for free. Design of Solid Slab 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. The slab has to carry a distributed permanent action of 1.0 kN/m2 (excluding slab self-weight) and a variable action of 3.0 kN/m2. Th 8.2.1.3 Design Concept One-way solid slabs are designed as a number of independent 1 m wide strips which span in the short direction and supported on crossing beams. 8.2.1.4 Maximum Reinforcement Ratio One-way solid slabs are designed as rectangular sections subjected to shear and moment

Type of slab: One-way solid slab: Slabs of uniform thickness bending and reinforced in one direction. Suitable only for relatively short spans. Two-way solid slab: Slabs of uniform thickness bending and reinforced in two directions. Economical for medium spans with intermediate to heavy loads. With Wisdom We Explore Introduction www.uthm.edu.m One-way solid slabs are designed as rectangular sections subjected to shear and moment. Thus, the maximum reinforcement ratio corresponds to a net tensile strain in the reinforcement, €t of 0.004 Example of Design. The slab is the horizontal structural component that provides a flat and purposive surface. Such a surface may be floor, roof or ceiling. One way slab & Two-way slab are the types of the slab. Slab carries the loads imposed on it and duly transfers the forces either in a one way or in a two-way mechanism Design a R.C Slab for a room measuring 6.5mX5m. The slab is cast monolithically over the beams with corners held down. The width of the supporting beam is 230 mm.The slab carries superimposed load of 4.5kN/m 2 * Slab design is comparatively easy when compared with the design of other elements*. The first stage of the design is finding the bending moment of the slab panels. 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. One way spanning slabs

- Effective depth d= Span / ((L/d)Basic x modification factor) For obtaining modification factor, the percentage of steel for slab can be assumed from 0.2 to 0.5%. Detailing Requirements of RCC Slab as per IS456: 2000. Slabs are generally designed on the assumption that they consists of a number of beams of breadth 'one meter'
- Design of Solid Slab. Contact Us Material & Loads Geometry Rebar Report. Marerial data: F cu of RC MPa F y of Steel MPa . Loads: Super-Imposed Dead Load kPa Finishing Load kPa Live Load kPa Live Load Type . Footing Number: Slab Number: Geometry: Clear Span X-direction m.
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- Design moments in bay. Spans: MEd = (1.25 × 8.5 × 0.090 + 1.5 × 4.0 × 0.100)× 6.0 × 9.52 = 842.7 kNm Support: MEd = 16.6 × 0.106 × 6.0 × 9.52 = 952.8 kNm C D 6000 1 1500 Column strip Middle strip 1500 2 Column 1500 strip 1500 1500 3000 1500 1500 Column strip Middle strip Column strip Figure 3.20 Column and middle strips p.
- Design of Reinforced Concrete Solid Slabs (Part 3) - Continuous One-Way Slab - Worked Example. 25:47. Design of Reinforced Concrete Solid Slabs (Part 2) - Simply Supported One-Way Slab - Worked.
- Design a solid slab bridge superstructure having a clear span of 9.0 metres and carriageway of 7.5 metres with 1.5 metres wide footway on either side for a National Highway. Loading: Single lane of IRC Class 70-R (both wheeled and tracked) or two lanes of IRC Class A whichever produces maximum effect
- Concrete work for ribbed slab is greater than concrete work for solid slab by 8.56% of the total cost of concrete. Under reinforcement work, both slab systems has huge difference by 53.85% of the total cost of reinforcement for corresponding design. Therefore cost of solid slab in more than the cost of ribbed slab by 45.29% of the total cost of the slab
- Design Two-Way Continuous Solid Slab The floor slab is supported by all sides, the moments in the directions x and y (lx and ly) 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

Analysis and structural design of a ribbed slab is done using the principles of flanged sections and it is compared with the conventional solid slab floor and observed closely. It was found that, ribs are very efficient, structurally stable, economically good and highly effective where thermal and acoustic insulation are required Design of One way slab 1.Based on the stiffness requirement assume suitable depth and calculate the effective span 2.Calculate the loads acting on the slab. 3.Calculate factored moment and shear force by considering the one-meter width of the slab Solid Slabs can be designed and produced with mild reinforcing or by adding prestressing strands. They can be used in a variety of applications such as bridges, piers, building floors, roof systems, detention vault lids and boat launches. Solid Slabs can be cast with specialty inserts for lifting, mounting or connecting hardware 23- (Slabs) Solid Slabs (2020

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. Y: Largest dimension in the section of edge beam. 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 Determine slab type and layout. Choose slab thickness that should be adequate for avoiding excessive deflections and satisfy shear at the interior and exterior columns. Choose design method (direct design method in this case) Calculate positive and negative moments in the slab. Distribute moments across slab width Consider a solid slab of area A located between two large parallel plates that are a distance H apart, as shown in Fig. 2.3(b).Initially, the solid material is at a temperature T o.At time t = 0, the lower plate is brought to a higher temperature T 1, and maintained at this temperature.A linear steady-state temperature distribution is developed based on a constant rate of heat flux q (J/(m 2 s. The thickness of a floor slab must be determined early in design because the weight of the slab is an important part of the dead load of the structure. The minimum thickness can be determined by many factors: • Shear strength of beamless slabs (usually a controlling factor); slab must be thick enough to provide adequate shear strengt

Design methodology..Design methodology.. SIMPLIFIED METHOD Table 3.19: BM and SF coefficients for flat slab or 3 or more equal spans Outer Support Column Wall Near centre of 1st span First interior span Centre of interior span Interior span Moment -0.04Fl* 0.086Fl 0.083Fl*-0.063Fl 0.071Fl-0.055Fl Shear 0.45F 0.4F - 0.6F - 0.5F Total. In March 2020, we hosted a webinar, Case Study : Reinforced Concrete **Solid** **Slab** Bridge by Mak Guo Shao, Bridge Engineer.In this webinar, we will brief on. Details of RFT DESIGN OF TWO WAY SOLID SLABS 19. CHAPTER 7 PROBLEMS (1) State the names of different types of slabs used in construction. (2) Differentiate between one-way and two-way solid slabs. (3) For the shown figure, design the slabs as solid slabs and draw details of RFT

The solid slab system is The structure has 6 stories one basement, one ground, and G + 4 stories with a solid slab floor system. (DOC) Chapter 2: Analysis and Design of RC Slabs per EBCS | Abdirashid M. Dahir - Academia.ed Civil Engineering Design (1) 1 Dr. C. Caprani Civil Engineering Design (1) Analysis and Design of Slabs 2006/7 The slab is represented by a mesh of slab segments (called elements) joined to each • Sagging yield lines are solid wavy lines Design of Solid Slab Model مطلوب منك تصميم السوليد السلاب بالكامل على السيف ورفع صور ل : 1- المودل على 10 الدرجة القصوى انتهى الوقت المتبقي ساعة دقيق Two-Way Concrete Floor Slab with Beams Design and Detailing Design the slab system shown in Figure 1 for an intermediate floor where the story height = 12 ft, column cross-sectional dimensions = 18 in. x 18 in., edge beam dimensions = 14 in. x 27 in., interior beam dimensions = 14 in. x 20 in., and unfactored live load = 100 psf

The k value used for floor slab design reflects the response of the sub-grade under temporary (elastic) conditions and small deflections, usually 0.05 inches or less. Soil compressibility and bearing capacity values are normally used to predict and limit differential settlements between differen The coefficient method may be the simplest, easiest and the quickest approach for the design of two-way slab supported by edge beam on all slab sides. This method was provided in the American Concrete Institute (ACI) in 1963 to design two-way slabs carried by steel beams, deep beam, or walls Waffle slabs are reinforced concrete slabs that are normally employed for large-span construction. They can be described as the equivalent of 2-way spanning solid slabs but with ribbed slab system spanning in both directions. The design concept of waffle slabs is similar to that of ribbed slabs, with the difference being that waffle slabs have ribs spanning in both directions, and the. Reading time: 1 minute Flat slab is a reinforced concrete slab supported directly by concrete columns without the use of beams.Flat slab is defined as one sided or two-sided support system with sheer load of the slab being concentrated on the supporting columns and a square slab called 'drop panels'. Drop panels play a significant role here as they augment the overall capacity and. Reading time: 1 minuteContents:Basics of Reinforced Concrete Slab Design1. Effective Span of Slab2. Thickness of Slab3. Reinforcement for Slab4. Reinforcement Cover 5. Concrete Slab Design ProcedureDesign of Continuous Slab Basics of Reinforced Concrete Slab Design Slabs are generally designed on the assumption that they consists of a number of beams of breadth 'one meter'. 1.

- Analysis & Design of Two-way Slabs Equivalent Frame Method spSlab utilizes the Equivalent Frame Method for the analysis and design of two-way slab systems, i.e. a slab system consisting of approximately rectangular panels with the ratio of longer-to-shorter span within a panel not exceeding 2.0, per American (ACI 318) and Canadian (CSA A23.3.
- and Design of Residential Slabs-on-Ground, BRAB Report #33. The recommendations derived from these and other studies vary from extremely light to extremely heavy. 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
- uteConcrete floor slab construction process includes erection of formwork, placement of reinforcement, pouring, compacting and finishing concrete and lastly removal of formwork and curing of concrete slab. Contents:Concrete Floor Slab Construction Process1. Assemble and Erect Formwork for Slab2. Prepare and Place Reinforcement for Slab3. Pour, Compact and Finishing.
- imum thickness 125 mm to form a reinforced concrete solid slab. The provision of adequate reinforcement, slab thickness, and proper detailing to satisfy ultimate and serviceability.

Structural Design of Ribbed Slabs. Ribbed slab is a type of reinforced concrete slabs in which some of the volume of concrete in the tension zone is removed and replaced with hollow blocks or left as voids. This reduction in the volume of concrete in the tension zone (below the neutral axis) is based on the assumption that the tensile strength. Design of Two-way Slabs Example 1.2 Use (i) WSD, (ii) USD to design the two-way slab shown below, carrying floor finish = 30 psf, random wall = 50 psf and live load = 60 psf [Given: f c = 3 ksi, f 5. BASIC STEPS OF TWO WAY **SLAB** **DESIGN** : 1. Choose layout and type of **slab**. Type of **slab** is strongly affected by architectural and construction considerations. 2. Choose **slab** thickness to control deflection. Also, check if thickness is adequate for shear. 3. Choose **design** method Design steps: Step 1: Preliminary Design: Find depth of slab using deflection control criteria. Take Span/d = 25 for simply supported slab. = 30 for continuous slab. D ≥ D min = 100mm for normal design. = 125mm for earthquake resistant design. Step 2: Analysis of slab: Analyze the slab considering the slab as beam of 1m width and find. The two way and one way slab design are mainly focused. The thickness of steel reinforced slab typically between 100 and 500 mm thick. In building, the slab thickness is normally between 100 to 200 mm. It is advisable not to use slab of thickness greater than 150 mm in building because it increases the self-weight which causes severity in.

- 1-. تصميم البلاطات المصمتة Solid slabs ببرنامج Safe 2. Import from CAD to Safe 3. تصميم البلاطات المسطحة Flat slabs ببرنامج Safe 5. تصميم البلاطات ذات الكمرات المتقاطعة Paneled beams ببرنامج Safe 6. تصميم الأعمدة Design of Columns.
- EXAMPLE ON THE ANALYSIS AND DESIGN OF CONTINUOUS SLAB AND BEAM FOOTING PER BS 8110-1:1997. Obinna Ranks Ubani. Related Papers. CHAPTER ONE.docx. By Salawu Abdulrashid. design of flat slab. By Godfrey James. Cubic 9.1m foundation design 1 to 10 NSE. By Folayan Olaniyi Idowu. RCC11 Element Design
- The slabs may be solid or have recesses formed on the soffit to give waffle slab. The slab is normally thicker than that required for normal solid floor slab construction, but the omission of beams facilitates provision of a smaller storey height for a given clear height, and the construction and provision of formwork simpler

- imum standard 25/30 MPa and 20mm). No
- Design of T-beam a) Outer girder. The outer girder has an overhang of 1.765 m. from the centre line of girder and centre to centre distance of girders is 2.45 m. Therefore, the outer girder is also a T-beam. The average thickness of the overhang is 235 mm. in place of the slab thickness of 215 mm. on the inner side
- g floors, roofs in buildings.
- The design of interior, edge, and corner columns is explained in the Two-Way Flat Plate Concrete Floor Slab Design example. 4. Two-Way Slab Shear Strength. Shear strength of the slab in the vicinity of columns/supports includes an evaluation of one-way shear (beam action) and two-way shear (punching) in accordance with ACI 318 Chapter 22

The solid slab called One way slab when the aspect ratio for each panel is greater or equal to two: 2.0, The slab is therefore supported by the beams which are supported by columns or by girders. Analysis and design of 1-m slab strip is then performed in the main direction and the design results are generalized allover the slab My dear friend, Solid slab :- A solid slab is a common structural element of modern building, consisting of a flat, horizontal surface made of cast concrete. Flat slab :- It is a reinforced concrete slab supported directly by concrete columns w.. The spacing of main reinforcement in slabs shall not be more than three times the effective depth of solid slab or 300mm whichever is less 6.Distribution reinforcement for concrete slab design The area of distribution reinforcement shall not be less than 0.15%of gross cross-sectional area if plain bars are used and 0.12% of high yield strength.

- 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
- = (inner perimeter of slab panel)/180 ≥ 90 mm. Example: Design the 4 marked slab panels of an ordinary house. Use US customary bars. fc'= 17.25 MPa fy = 300 MPa Analysis and Design of Slabs Two Way. Solution: Panel Edge Conditions Analysis and Design of.
- The traditional analysis methods recommended by design codes such as ACI 318-95 (Building 1995), BS 8110 (structural 1997) and ECP 203 'Egyptian code (2007)' allow the ribbed slab to be analyzed in accordance with the rules for solid slab or as the plain flat slab. The traditional method doesn't take into consideration a lot of factors i
- ) for the slab is different compared with the beams
- 10.2 Design Example of an Edge Supported Two-way Solid Slab Including Analysis and Design of Supporting Continuous Beams. Part IV: Design of Reinforced Columns 11. Design of Reinforced Concrete Columns (1st to 21st of April) 11.1 Introduction
- Summary of Design Procedure for Two-way Edge- supported Solid Slabs Using the Simplified Methods Once design compressive strength of concrete and yield stress of reinforcement are specified, the next steps are followed: 1. Slab thickness is evaluated based on deflection control requirement. 2
- The capacity of solid slab bridges in shear is assessed by comparing the design beam shear resistance to the design value of the applied shear force due to the permanent actions and traffic loads

design one-way solid slabs to optimize the design of such slabs. Also, the paper determines the effect of optimum design on the overall costs of one-way slabs considering two main variables thicknesses and deferent compressive strength of the concrete. Key Words: one-way slabs, deflection, span-to-dept Design the slab system shown in Figure 1 for an intermediate floor where the story height = 3.7 m, column cross-sectional dimensions = 450 mm × 450 mm, edge beam dimensions = 350 mm × 700 mm, interior beam dimensions = 350 mm x 500 mm, and unfactored live load = 4.8 kN/m2. The lateral loads are resisted by shear walls So that a = 45 in. and c = 20 in. 77. Direct Design Method for Two- way Slab Minimum of 3 continuous spans in each direction. (3 x 3 panel) Rectangular panels with long span/short span 2 Method of dividing total static moment Mo into positive and negative moments. Limitations on use of Direct Design method 1 Flat Slab Design PDF 2. This PDF file contains a chapter of 23 pages with various aspects of flat slabs including four example of flat slab design. The PDF covers the following topics: Introduction. Properties of flat slab. Determination of bending moment and shear force. The direct design method

- Abstract. Reinforced concrete slabs are used in floors, roofs and walls of buildings and as the decks of bridges. The floor system of a structure can take many forms such as in situ solid slabs, ribbed slabs or precast units. Slabs may span in one direction or in two directions and they may be supported on monolithic concrete beams, steel beams, walls or directly by the structure's columns
- The steps of design are as follow:-. Input the following data (highlighted cells). The trial thickness is achieved with the formula h=perimeter/180 in ft. Then discover the panel dimension ratio 'm' and recognize the case of slab (provided in the drop down list). The spreadsheet is associated with Two Adjacent Edges Discontinuous and the.
- Notes on One Way Slab Design -Dr. E. R. Latifee Question: Define the term slab, one way slab, two way slab, Shrinkage and temperature reinforcement, main reinforcement. Definition: Slab is a common term used to describe the structural elements such as floors and roofs where the thickness of the element is very small compared to the length and.

Two-way spanning slabs For rectangular slabs with standard edge conditions and subject to uniformly distributed loads, normally the bending moments are obtained using tabulated coefficients. Such coefficients are provided later in this section. Main reinforcement for two way slabs designs in both directions. This situation happen when slab were supported at all four span sides an Step 4. To print the slab design reports, Click ' Run ' then ' Slab Analysis and Design ' in the menu bar. A ' Slab Analysis and Design ' dialog box appears. In this box, tick ' All Storeys ', then click ' Design '. Use the settings as shown in the image below.. A preview of the report is shown which can then be printed out. Calling all advanced snufflers! This one goes out to those pro Hounds who are looking to kick the snuffling up a notch. Watch and supervise your dog as they dig into our brand new mat's advanced, and of course stylish, pocket design. This is amazing for Nose Works training and for hours of challenging fun, but do kee Feb 5, 2021 - SartoDoors - the european doors of modern and traditional design. French style here! Best choice for bedroom, bathroom or closet - warm look and bright colors, high quality materials and soft opening. Finish - eco-veneer made in Italy. Door made of solid pine wood. Thickness of the door - 1 3/5

Slab-on-grade foundation. Slab-on-grade or floating slab foundations are a structural engineering practice whereby the concrete slab that is to serve as the foundation for the structure is formed from a mold set into the ground. The concrete is then placed into the mold, leaving no space between the ground and the structure. This type of construction is most often seen in warmer climates. The solid flat slab design process follows the provisions made in the ACI 318-11 and the plastic voided slab design process is modified from the Bubble Deck Design Guide for compliance with BCA using AS3600 and Euro code 2. The various parameters like total bay weight, flexural reinforcement, solid perimeter, moment capacity of the voided.

One way slab design. Slab Dimension. Note: The following simplified design is valid when Length>=2*Width of slab and for 15ft or 4.5m maximum slab width and theoretically infinite slab length. Meter Feet Width: Length: Slab Support Condition Solid Slabs Continuous at one End Solid Slabs Continuous at both Ends Simple span solid slabs Cantileve Design Considerations in Slab: Locate position of wall to maximize the structural stiffness for lateral loads. Facilitates the rigidity to be located to the center of building. Its necessary to check the slab deflection for all load cases both for short and long term basis. In general, under full service load, Deflection (d) < L/250 or 40 mm. BASIS OF FLOOR SLAB ON GRADE DESIGN 2-1. Stresses. thermal expansion and contraction of the concrete The structural design of a concrete floor slab on grade is primarily controlled by the stresses caused by moving live loads and in some cases the stationary loads. Stresses in floor slabs on grade resulting from vehicular loads are a function of. reinforced concrete **slabs** and plastic voided **slabs** with the same **design** constraints is discussed. Plastic voided **slabs** remove concrete from non-critical areas and replace the removed concrete with hollow plastic void formers while achieving similar load capacity as **solid** **slabs**. Voided **slab**

Structural Design of Flat Slabs to Eurocode 2. Flat slabs can offer economical solutions to wider floor spans in a reinforced concrete building. Flat slabs are slabs that are supported directly by columns without floor beams. The columns may or may not have drops. There are many advantages of flat slab such as increased head room, easier flow. UNIT NO 3: DESIGN OF REINFORCED CONCRETE SLAB 3.1 INTRODUCTION Reinforced concrete slabs are used in floors, roofs and walls of buildings and as the decks of bridges. The floor system of a structure can take many forms such as in situ solid slab, ribbed slab or pre-cast units. Slabs may span in one direction or in two directions and they may be. One-way Slabs • Normally design as a beam with cables running in the direction of the span at uniform centres. • A slab strip of unit width is analysed using simple beam theory. • In any span, the max cable sag, zd depends on the concrete cover requirements and the tendon dimensions. • When zd is determined, the prestressing force required to balance a Types of Design For Two Way Slabs 1-Two Way Solid Slab With Beams. The slab is supported by beams in a two-way solid slab system. It can be designed for a wide variety of load conditions depending on the beam and column arrangements. 2-Two Way Waffle Slab With Beams 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. BS 8110: Part 1: 1997) - Two-way Simply Supported Slab - Table 3.13: Bending moment coefficient for simply supported two-way slab (Ref. BS 8110: Part 1: 1997

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