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. ror the reinforced concrete floor shown in the Figure below, design the slab to carry service live load 6 and dead load due to: KN m² Self-weight, 5 cm tiles, 2 cm mortar, 2 cm plaster and 3- partition. kN m² f = 25 MPa, fy 420 MPa. For concrete use density=24 for tiles, mortar and plaster kN used density=20 m3 7m kN m3' 4.9 m-

. ror the reinforced concrete floor shown in the Figure below, design the slab to carry service live load 6 and dead load due to: KN m² Self-weight, 5 cm tiles, 2 cm mortar, 2 cm plaster and 3- partition. kN m² f = 25 MPa, fy 420 MPa. For concrete use density=24 for tiles, mortar and plaster kN used density=20 m3 7m kN m3' 4.9 m-

Structural Analysis
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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. ror the reinforced concrete floor shown in the Figure below, design the slab to carry service live load 6 and dead load due to: KN m² Self-weight, 5 cm tiles, 2 cm mortar, 2 cm plaster and 3-5 partition. kN m² f = 25 MPa, fy 420 MPa. For concrete use density=24 for tiles, mortar and plaster kN used density=20 m3 7m kN m3' 4.9 m-
Transcribed Image Text:. ror the reinforced concrete floor shown in the Figure below, design the slab to carry service live load 6 and dead load due to: KN m² Self-weight, 5 cm tiles, 2 cm mortar, 2 cm plaster and 3-5 partition. kN m² f = 25 MPa, fy 420 MPa. For concrete use density=24 for tiles, mortar and plaster kN used density=20 m3 7m kN m3' 4.9 m-
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