Answer All Questions Q1): Reinforced concrete floor with 6* 7 m span C/C as shown below in Fig. (1). The live load 3 KN/m², the superimposed load (partition loads) is 2 KN/m² and the floor finish load is 2.5 KN/m². f'c-21 MPa, fy =380 MPa. The column dimension 300* 300 mm and the supporting beams are 300mm width by 800 mm depth. (Using Method 3 for A & B), A- Design of slab (S1) and showing the reinforcement details. B- Find the Design Load of B1, B2 and B3 Note: For slab Use bar diameter - 12 mm.
Answer All Questions Q1): Reinforced concrete floor with 6* 7 m span C/C as shown below in Fig. (1). The live load 3 KN/m², the superimposed load (partition loads) is 2 KN/m² and the floor finish load is 2.5 KN/m². f'c-21 MPa, fy =380 MPa. The column dimension 300* 300 mm and the supporting beams are 300mm width by 800 mm depth. (Using Method 3 for A & B), A- Design of slab (S1) and showing the reinforcement details. B- Find the Design Load of B1, B2 and B3 Note: For slab Use bar diameter - 12 mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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