Q1) Slab system consist of two-way slab panels shown in Figure below, subjected to superimposed dead load 2 kN/m2 and live load as listed below, assume normal concrete. The slab supported by beams with bw= 350 mm and h=750 mm and the beams supported by columns with dimensions (350 x 350 mm),. f'c =27 MPa, and fy= 420 MPa. 1- Design in Detail slab S1 Using Method (3) (use o12 mm) 2- Compare the UDL load transferred from (S1) to beam (B1) for both Shear and Bending using Method (2) and Method (3). Note: consider live load as: 1- Live Load = 0.25 x (n) +2 (kN/m²) Where: (n) is Student number B1 S1 5.5 5.5 5.5 7m

Q1) Slab system consist of two-way slab panels shown in Figure below, subjected to superimposed dead load 2 kN/m2 and live load as listed below, assume normal concrete. The slab supported by beams with bw= 350 mm and h=750 mm and the beams supported by columns with dimensions (350 x 350 mm),. f'c =27 MPa, and fy= 420 MPa. 1- Design in Detail slab S1 Using Method (3) (use o12 mm) 2- Compare the UDL load transferred from (S1) to beam (B1) for both Shear and Bending using Method (2) and Method (3). Note: consider live load as: 1- Live Load = 0.25 x (n) +2 (kN/m²) Where: (n) is Student number B1 S1 5.5 5.5 5.5 7m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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