The floor plan of a building is shown in Figure 2. The specified floor loading consists of a live load of 10 kN/m² (including floor finish, partition etc.) in addition to the self-weight. The slab was designed in Problem 1 of Assignment 6. Use a slab thickness of 200 mm. The wall thickness is 250 mm. The slab and the beam were cast at the same time. Design the interior beam of the floor, considering the beam as simply supported. Use f = 40 MPa, fy = 400 MPa. Fig. 2 4000 Wall Wall * 4000 I I Interior | beam * 4000 Edge beam 4000 9000

The floor plan of a building is shown in Figure 2. The specified floor loading consists of a live load of 10 kN/m² (including floor finish, partition etc.) in addition to the self-weight. The slab was designed in Problem 1 of Assignment 6. Use a slab thickness of 200 mm. The wall thickness is 250 mm. The slab and the beam were cast at the same time. Design the interior beam of the floor, considering the beam as simply supported. Use f = 40 MPa, fy = 400 MPa. Fig. 2 4000 Wall Wall * 4000 I I Interior | beam * 4000 Edge beam 4000 9000

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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Question

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The floor plan of a building is shown in Figure 2. The specified floor loading consists of a live load of
10 kN/m² (including floor finish, partition etc.) in addition to the self-weight. The slab was designed
in Problem 1 of Assignment 6. Use a slab thickness of 200 mm.
The wall thickness is 250 mm. The slab and the beam were cast at the same time. Design the interior
beam of the floor, considering the beam as simply supported.
Use f = 40 MPa, fy = 400 MPa.
Fig. 2
4000
Wall
Wall
→→
4000
I
I
1
Interior
| beam
*
4000
Edge beam
4000
9000

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