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Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load 2.8kN/m² (excluding self-weight) and live load as listed below assume normal concrete. The slab supported by beams with bw=300 mm and h=650 mm and the beam supported by columns with dimensions (300 x 300 mm). f'c =28 MPa, and fy= 420 MPa 1- Design slab S1 and S2. (use $12 mm) 2- Design Beam (B2) for bending, where the beam carries a brick wall 3 m height and 250 mm width (y brick = 16 kN/m³) Note: consider live load as: 1=1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: At support =-M = and at Mid span +M = Wul² 12 Wul² 24 7.3 m 3.3m $1 , (use $25 mm) B2 3.3 m S2 B2 Fig (1). 3.3 m S1 181

Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load 2.8kN/m² (excluding self-weight) and live load as listed below assume normal concrete. The slab supported by beams with bw=300 mm and h=650 mm and the beam supported by columns with dimensions (300 x 300 mm). f'c =28 MPa, and fy= 420 MPa 1- Design slab S1 and S2. (use $12 mm) 2- Design Beam (B2) for bending, where the beam carries a brick wall 3 m height and 250 mm width (y brick = 16 kN/m³) Note: consider live load as: 1=1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: At support =-M = and at Mid span +M = Wul² 12 Wul² 24 7.3 m 3.3m $1 , (use $25 mm) B2 3.3 m S2 B2 Fig (1). 3.3 m S1 181

Steel Design (Activate Learning with these NEW titles from Engineering!)
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 9.1.1P
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Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load 2.8kN/m² (excluding self-weight) and live load as listed below assume normal concrete. The slab supported by beams with bw=300 mm and h=650 mm and the beam supported by columns with dimensions (300 x 300 mm). f'c =28 MPa, and fy= 420 MPa 1- Design slab S1 and S2. (use $12 mm) 2- Design Beam (B2) for bending, where the beam carries a brick wall 3 m height and 250 mm width (y brick = 16 kN/m³) Note: consider live load as: 1=1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: At support=-M = and at Mid span +M= Wul² 12 W₂1² 24 7.3 m 3.3m S1 (use $25 mm) B2 3.3 m S2 B2 Fig (1). 3.3 m S1 81
Transcribed Image Text:Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load 2.8kN/m² (excluding self-weight) and live load as listed below assume normal concrete. The slab supported by beams with bw=300 mm and h=650 mm and the beam supported by columns with dimensions (300 x 300 mm). f'c =28 MPa, and fy= 420 MPa 1- Design slab S1 and S2. (use $12 mm) 2- Design Beam (B2) for bending, where the beam carries a brick wall 3 m height and 250 mm width (y brick = 16 kN/m³) Note: consider live load as: 1=1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: At support=-M = and at Mid span +M= Wul² 12 W₂1² 24 7.3 m 3.3m S1 (use $25 mm) B2 3.3 m S2 B2 Fig (1). 3.3 m S1 81
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