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Numerical Investigation of the Effect of Column Staggering in Flat Slabs Systems

Mohammad Adil1*, Muhammad A. Khan2, Naveed Ahmed1, Edward Bromhead3, Muhammad A. Arshad1, Muhammad Fahad1, Shahid Ullah1 and Khan Shahzada1

1Department of Civil Engineering, University of Engineering and Technology, Peshawar, Khyber Pakhtunkhwa, Pakistan; 2Department of Civil Engineering, CECOS University of Engineering and Technology, Peshawar, Khyber Pakhtunkhwa, Pakistan; 3Chief Scientific Editor of the Quarterly Journal of Engineering Geology and Hydrogeology.

 
*Correspondence: Mohammad Adil, Department of Civil Engineering, University of Engineering and Technology, Peshawar, Khyber Pakhtunkhwa, Pakistan; Email: adil@uetpeshawar.edu.pk 

Figure 1:

Selected plan of flat slab for analysis and design validation.

Figure 2:

Column configurations for rectangular flat slabs with five different staggering patterns.

Figure 3:

Comparison of structural performance.

Figure 4:

Optimized patterns of staggering.

Figure 5:

Columns near corner edge brought closer.

Figure 6:

Diagonally located column brought closer to the corner.

Figure 7:

Slab connection between two rectangular slabs.

Journal of Engineering and Applied Sciences

December

Vol. 42, pp. 01-48

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