QI) Slab system consist of two-way slab panels shown in Figure below, subjected to superimposed dead load 2 kN/m 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). fe=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 (Sı) 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/m) Where: n=10 B1 S1 5.5 5.5 5.5
QI) Slab system consist of two-way slab panels shown in Figure below, subjected to superimposed dead load 2 kN/m 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). fe=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 (Sı) 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/m) Where: n=10 B1 S1 5.5 5.5 5.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![QI) 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),.
fe=27 MPa, and fy= 420 MPa.
1- Design in Detail slab S1 Using Method (3) ( use 12 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/m)
Where: n=10
B1
S1
5.5
5.5
5.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9cc8592b-bddc-4fee-b58c-72290ce030cd%2Fb68fe9e7-af30-4074-b4a8-50123d8eeab4%2Fb3whzni_processed.jpeg&w=3840&q=75)
Transcribed Image Text:QI) 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),.
fe=27 MPa, and fy= 420 MPa.
1- Design in Detail slab S1 Using Method (3) ( use 12 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/m)
Where: n=10
B1
S1
5.5
5.5
5.5
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