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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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. Pc-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.
S1
Fig. (1)
81
7m
18
7m
7m
7m
wa
6m
Transcribed Image Text: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. Pc-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. S1 Fig. (1) 81 7m 18 7m 7m 7m wa 6m
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