Q1: A two way flat-plate system without edge beams shown in figure below. Use the following data: slab thickness $= 185 mm$ , all column dimensions are $300 \times 300 mm$ , service floor dead load (DL) $= 10 KN / m$ (including s.w.), service floor live load (LL) $= 8 KN / m, f_{c}^{?} = 30 MPa$ and $f_{y} = 400 MPa$ . For design strip use the (D.D.M) to determine moments for middle and column strips of end span and interior support.

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Q1: A two way flat-plate system without edge beams shown in figure below. Use the following data: slab thickness

= 185 mm

, all column dimensions are

300 \times 300 mm

, service floor dead load (DL)

= 10 KN / m

(including s.w.), service floor live load (LL)

= 8 KN / m, f_{c}^{?} = 30 MPa

and

f_{y} = 400 MPa

. For design strip use the (D.D.M) to determine moments for middle and column strips of end span and interior support.

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