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One-way Ribbed Slab Design Example Pdf

Directly by columns they are either one way spanning systems known as ribbed slab or a two way ribbed system known as a waffle slab this form of construction is not very common because of the formwork costs and the low fire rating sections for design purposes we consider the moments to be constant within the. 11b shows two center strips of a rectangular plate with spans l a and l b.


One Way Ribbed Slab Design Example Pdf

Rcc Ribbed Beam Design Example.

One-way ribbed slab design example pdf. One-way simply supported slab Analysis and design of the slab similar to design of simply supported beam as indicate in the previous chapter. The width b of. Comparison of One-way and Two-way slab behavior Economic Choices One-way Slab on beams suitable span 3 to 6m with LL 3-5KNm2.

1 geometry for one way ribbed slab The load on each rib equals 05 tm The shear force and the bending moment are t wl. 11a in which the structural action is essentially one way the loads being carried in direction perpendicular to the supporting beams or walls. The slab thickness is to be designed as 150 mm.

Where do we use them specifically EXAMPLE OF ONE WAY SLAB cantilever retaining wall sun on two opposite sides by wall and are loaded along the direction parallel to the supports provide examples of ideal one way action so design of one way slab is same as beam with How to Build a Deck with 120 Pics One Project Closer April 17th 2019 - If you. Design the floor to satisfy ultimate and serviceability limit state requirements. Design Of Reinforced Concrete Structures ii Two-Way Slabs 8 C.

With accurate to temperature and shrinkage minimum of 33 bars diameter will be used in both direction and crossing each other over the blocks practically. Structural analysis design Chapter 4 56 Hminfor two end continuous beam Hmin L21 longest two end con nuous supported is 678m Hmin 678021 32285 mm For First floor slab use thickness of slab 35cm. One way ribbed slab design example pdf.

Examples of the portion of slab to be included with the beam under 1324 45o hhwf4 bhb hwww f28 bw. SLABS AND BEAMS The design of the geometry of slabs and beams has to fulfill both Ultimate ULS and Serviceability Limit States SLS requrements. In the previous example it was found that the equivalent load equals 0467 tm this means 934 of the total load 05 tm is transferred by the rib and 66 is transferred by slab.

This paper presents an experimental and computational study on ribbed slabs with wide-beam two one-way slabs and two two-way slabs with variable depths were tested to evaluate their resistance. Minimum thickness of one-way ribbed slabs Summary of One-way Ribbed Slab Design Procedure. For flat slabs punching may also govern.

One way ribbed slab as a model is analyzed by the two methods traditional and the finite element method. Load transfer in a One-way slab b Two-way Slab Nilson Fig. The slab is supported on beams of size 225 x 500 mm spaced at 40 m centers.

Cross sectional constant defines torsional properties C X. The saving of materials tends to be offset by some. Of a one-way reinforced concrete ribbed slab simply supported at both ends.

SLAB DESIGN Reading Assignment Chapter 9 of Text and Chapter 13 of ACI318-02. Designed as a series of parallel t beams and economical for medium spans with light to medium live loads. The depth of all slabs is based on deflection control EC2 74.

In one-way ribbed slab loads are transferred in one direction and the main reinforcement is distributed in the same direction of the load. Design Example The layout of a floor slab is shown in Figure 1 below. The Slab was 610m simply supported on four sides and subjected to uniform load 1tm 2 and as shown in Fig.

RIBBED JOIST HOLLOW POT WAFFLE SLAB DESIGN TO BS 8110 MrAsish Seeboo 8 12 WAFFLE SLAB DESIGN 121 INTRODUCTION Similar to one-way slab it is seen that the weight of a solid two-way slab can be appreciably reduced by eliminating portions of concrete from the tensile zones without affecting the structural integrity of the the slab. About Press Copyright Contact us Creators Advertise Developers Terms Privacy Policy Safety How YouTube works Test new features Press Copyright Contact us Creators. Economic in the range 8 to 12 m.

3231 One-way Ribbed Slab. Smallest dimension in the section of edge beam. But in the traditional method 100 of the load transfers by the rib.

Deep ribs the concrete and steel quantities are relative low Expensive formwork expected. 821 One-way Solid Slabs 8211 Minimum Thickness. Thickness values for one-way ribbed slabs shown in Table.

BS 8110 if the following conditions applied. 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. Largest dimension in the section of edge beam.

One method of overcoming this problem is to use ribbed slabs which are suitable for longer spans supporting light loading as in residential or commercial buildings. Design calculation Design of one way slab Slab S1 Span of One way slab L 2m Section provided D 130 mm d 105 mm Loads on slab Self weight of slab 325 Knm Floor finish 2 Knm Filling load 35 Knm Wall load 2 Knm Live load 2 Knm Total UDL 1275 Knm Bending Moment BM WL28 6375 kn-m Ultimate Moment Mu 150BM 95625 kn-m Charecteristic Strength of concrete fu. Two way slabs 82 One-way Slabs In this section two types will be discussed one-way solid slabs and one-way ribbed slabs.

Design of Slab Examples and Tutorials by Sharifah Maszura Syed Mohsin Example 2. Can be used for larger spans with relatively higher cost and higher deflections One-way joist system suitable span 6 to 9m with LL 4-6KNm2. To design a 2-way ribbed waffled.

Continuous one way slab Figure 1 shows a clear area of 12 m x 85 m for a hall construction in a school. CHAPTER EIGHT DESIGN OF ONE-WAY SLABS 3 Figure 82. Ie w a and w b.

Once design compressive strength of concrete and yield stress of reinforcement are specified the next steps are. For 1m slab width Moment Shear Force One-way Continuous slab For continuous slab moment and shear force can be obtained from Table 312. In the one way ribbed slab where the ribs are in one direction it is assumed.

The basic design procedure of a two-way slab system has five steps. Determine moments at critical sections in each direction normally the negative. Ribbed slabs One-way joists Introducing voids to the soffit of a slab reduces dead weight and increases the efficiency of the concrete section.

A slightly deeper section is required but these stiffer floors facilitate longer spans and provision of holes. An 13 story and beamless shear-wall system is presented as a numerical example. سلسلة شرح Manual design التصميم الانشائي مشروع تخرج انشائي مشروع تخرج خرسانة بلاطة الهوردي Hollow block slab.

For uniformly distributed loads of w per square foot of the slab each strip acts approximately like a simple beam uniformly loaded by its share of w. 44 Load Calculation-For the one-way ribbed slabs the total dead load to be used in the.


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