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Two Way Slab Design By Coefficient Method. 3- Equivalent design method. ACI 318-11 Code provides two methods for two-way slab design one of which is the direct design method. When the ratio LSis less than 20 slab is called two-way slab as shown in the fig. Structures ii two way slabs two way slab design using the coefficient method beam one way solid slab design pdf free download two way beam supported slab in which code book are the bending moment coefficients for slab design example 1 design moments reinforced concrete design example 2 design the roof slab beam and column of house.
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Determine the thickness of the slab panel using previous article. A reinforced concrete slab is built integrally with its supports and consists of two equal spans each with a clear span of 15 ft. Direct Design Method DDM is the preferable method for designing the conventional two way slab system and other floor system like flat slabs and flat plate slab system. Scope and Limitations BNBC 65821 The provisions of this section may be used as alternative to those of 651 through 657 for two way slabs supported on all four edges by walls steel beams or monolithic concrete beams having a total. The slab was divided into strips middle and column or edge strip with the diemension as shown in figure below. 36 9 128 50 h greater of ½ ¹ ¾ Use 6 in.
Determination of thickness of the slab panel.
2 sy sy x M E n L. However still this ACI method is commonly used in most. 3- Equivalent design method. Alternate Design Method- Design Procedure of Two-way Slabs using ACI Moment Coefficients and Approved by BNBC 2013. 36 9 128 50 h greater of ½ ¹ ¾ Use 6 in. DESIGN OF TWO WAY SLAB BY MOMENT COEFFICIENT METHO fc 3000 psi fy 40000 psi LIVE LOAD LL 50 psf r Case no 4 La shorter 20625 ft Lb Longer 2575 frt Aspect Ratio 0801 Two way select h 6 inch shorter direction da 5 inch longer direction db 45 inch ALCULATION OF DEAD LOA Slab Thickness 6 75 psf.
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PRC 2 COURSE ANALYSIS OF THREE STORY PLAZAyou people can watch its gravity and earthquak analysis and copmarison in lecture 10 earthquak analysis and design. ZMoment Coefficient Method for two way slabs. Two-Way Slab Analysis and Design Using Equivalent Frame Method EFM ACI 318 states that a slab system shall be designed by any procedure satisfying equilibrium and geometric compatibility provided that strength and serviceability criteria are satisfied. The one-way slab is deflected in a one-way direction and primary reinforcement is placed in one direction whereas the two-way slab deflects in two directions and primary reinforcement placement is in two directions. However still this ACI method is commonly used in most.
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4- Limit state design 5- Yield line plastic ACI- Code 1963 Coefficient method 3. The basic design procedure of a two-way slab system has five steps. Supported by edge beams. Two way slab method of analysis. Design of Two-way Slabs Example 12 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.
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2 sx sx x M E n L. Clear area for each slab is 13 19. Code as a method to design two-way slabs supported on all four sides by walls steel beams or. Alternate Design Method- Design Procedure of Two-way Slabs using ACI Moment Coefficients and Approved by BNBC 2013. 2 sx sx x M E n L.
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Supported by edge beams. The ACI coefficient method is declared obsolete because the end results are more conservation more factor of safety. The Coefficient Method was first included in the 1963 edition of the ACI. ACI table 95 a gives the minimum one way slab thickness. The slab was divided into strips middle and column or edge strip with the diemension as shown in figure below.
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The one-way slab is deflected in a one-way direction and primary reinforcement is placed in one direction whereas the two-way slab deflects in two directions and primary reinforcement placement is in two directions. PRC 2 COURSE ANALYSIS OF THREE STORY PLAZAyou people can watch its gravity and earthquak analysis and copmarison in lecture 10 earthquak analysis and design. L-02 Analysis and Design of One-Way Slab System Part-Ipdf - Read File Online - Report Abuse. The basic design procedure of a two-way slab system has five steps. Slab ll a b m Case C a D C L C C C L C.
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A reinforced concrete slab is built integrally with its supports and consists of two equal spans each with a clear span of 15 ft. Supported by edge beams. 1- ACI- Code 1963 Coefficient method 1 2 3. Determine the thickness of the slab panel using previous article. 2 sx sx x M E n L.
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Clear area for each slab is 13 19. W u 12DL16LL where DL Total dead load ie. Although not included in 1977 and later versions of ACI code its continued use is permissible under the ACI 318-11 code provision 1351. Design of Two-way Slabs Example 12 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. 4- Limit state design 5- Yield line plastic ACI- Code 1963 Coefficient method 3.
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Accordingly main reinforcement is. Accordingly main reinforcement is. The Coefficient Method was first included in the 1963 edition of the ACI. 9 Moment Coefficient Method. View 08 CE 015 - Two Way Slab_stu_02pdf from CIVIL ENGI NCE3107 at University of the East Manila.
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Accordingly main reinforcement is. Design Procedure of Two-way Slabs using ACI Moment Coefficients. β sx β sy moment coefficient from Table 314 BS811011997 n design load kNm2 L x short span m With Wisdom We Explore Design of Two-Way Slab wwwuthmedumy. 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. Bending will take place in the two directions in a dish-like form.
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F c 3 ksi f y 50 ksi. Moment Coefficient Method for two way slabs Direct Design Method for two way slabs Analysis and Design of Slabs Department of Civil Engineering University of Engineering and Technology Peshawar Pakistan Prof. The ACI coefficient method is declared obsolete because the end results are more conservation more factor of safety. 2 sy sy x M E n L. Design the slab following the provisions of the ACK Code.
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Direct Design Method DDM is the preferable method for designing the conventional two way slab system and other floor system like flat slabs and flat plate slab system. Although not included in 1977 and later versions of ACI code its continued use is permissible under the ACI 318-11 code provision 1351. W u 12DL16LL where DL Total dead load ie. 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. ACI table 95 a gives the minimum one way slab thickness.
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Supported by edge beams. ACI 318-11 Code provides two methods for two-way slab design one of which is the direct design method. Clear area for each slab is 13 19. 1963 ACI Code is applicable to two-way slabs supported on four sides of each slab panel by walls steel beams relatively deep stiff edge beams h 3hf. 2- Direct design method.
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