Referenced concrete Number of student 1 Q1) Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load2.8kN/m2 (excluding self-weight) and live load as listed below assume normal concrete. The slab supported bybeams 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 MPa3.3m3.3 m3.3 m1- Design slab S1 and S2. (use p12 mm)2- Design Beam (B2) for bending. where the beamcarries a brick wall 3 m height and 250 mm width(y brick = 16 kN /m³)B1B2|B2B1Note: consider live load as:S1S2S11- Live Load = 0.22 × (n) +6Where: (n) is Student number2- Consider the Design moments for beam B2 as:Wul?(use 425 mm)Wul?At support = -M =and at Mid span +M12Fig (1).%3D247.3 m

Q1) 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'e =28 MPa, and fy= 420 MPa 3.3m 3.3 m 3.3 m 1- Design slab S1 and S2. (use o12 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) B1 B2 B2 B1 Note: consider live load as: S1 S2 S1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: Wyl2 and at Mid span +M 12 Wul2 (use 625 mm) At support = -M = Fig (1). %3D 24 7.3 m

Q1) 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'e =28 MPa, and fy= 420 MPa 3.3m 3.3 m 3.3 m 1- Design slab S1 and S2. (use o12 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) B1 B2 B2 B1 Note: consider live load as: S1 S2 S1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: Wyl2 and at Mid span +M 12 Wul2 (use 625 mm) At support = -M = Fig (1). %3D 24 7.3 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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