The floor framing plan of a reinforced concrete structure is shown in the figure. The beams are 280mm wide and 520mm deep and the slab is 110mm thick. Other than concrete weight, the floor is subjected to an additional (superimposed) dead load of 3 kPa and live load of 5.2 kPa. Unit weight of concrete is 23.5 kN/m3. (U = 1.2D + 1.6L) Due to space considerations, the columns at E and H are to be removed. This will make girder BEHK support beams DEF at E and GHI at H. • Determine the uniform service dead load on beam DEF in kN.m. [Select] Determine the uniform service live load on beam DEF in kN/m. [Select ] • Determine the factored concentrated load at E due to loads on beam DEF in kN. [ Select ] A B. 2-5 E 25 6.2 2.5m <>

The floor framing plan of a reinforced concrete structure is shown in the figure. The beams are 280mm wide and 520mm deep and the slab is 110mm thick. Other than concrete weight, the floor is subjected to an additional (superimposed) dead load of 3 kPa and live load of 5.2 kPa. Unit weight of concrete is 23.5 kN/m3. (U = 1.2D + 1.6L) Due to space considerations, the columns at E and H are to be removed. This will make girder BEHK support beams DEF at E and GHI at H. • Determine the uniform service dead load on beam DEF in kN.m. [Select] Determine the uniform service live load on beam DEF in kN/m. [Select ] • Determine the factored concentrated load at E due to loads on beam DEF in kN. [ Select ] A B. 2-5 E 25 6.2 2.5m <>

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

The floor framing plan of a reinforced concrete structure is shown in the figure. The beams are 280mm wide
and 520mm deep and the slab is 110mm thick. Other than concrete weight, the floor is subjected to an
additional (superimposed) dead load of 3 kPa and live load of 5.2 kPa. Unit weight of concrete is 23.5 kN/m3.
(U = 1.2D + 1.6L)
Due to space considerations, the columns at E and H are to be removed. This will make girder BEHK support
beams DEF at E and GHI at H.
Determine the uniform service dead load on beam DEF in kN.m. [Select]
Determine the uniform service live load on beam DEF in kN/m. 5
[ Select ]
• Determine the factored concentrated load at E due to loads on beam DEF in kN.
[ Select ]
A
B.
2-5
D.
25
6.2
2.5m

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