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30 KN 20 KN 20 KN/m 15 KN/m 8 m B 3 m C D 7 m 2.5 m Design completely using 250mm x 450mm fc-20.7 MPa fs=124 MPa 16 mm main rebars, and 10 mm stirrups The loadings floor finish, ceiling, movable partitions, and live load are 536 Pa, 493 Pa, 825 Pa, and 2474 Pa, respectively. The strength of materials are fe' = 20.7 Mpa and fs = 124 Mpa. (2) Design the slab with dimensions 3.2 m x 7.1 m (3) Design the floor system 3.4 m x 4.2 m.

30 KN 20 KN 20 KN/m 15 KN/m 8 m B 3 m C D 7 m 2.5 m Design completely using 250mm x 450mm fc-20.7 MPa fs=124 MPa 16 mm main rebars, and 10 mm stirrups The loadings floor finish, ceiling, movable partitions, and live load are 536 Pa, 493 Pa, 825 Pa, and 2474 Pa, respectively. The strength of materials are fe' = 20.7 Mpa and fs = 124 Mpa. (2) Design the slab with dimensions 3.2 m x 7.1 m (3) Design the floor system 3.4 m x 4.2 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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30 KN 20 KN 20 KN/m 15 KN/m 8 m B 3 m C D 7 m 2.5 m Design completely using 250mm x 450mm fc-20.7 MPa fs=124 MPa 16 mm main rebars, and 10 mm stirrups The loadings floor finish, ceiling, movable partitions, and live load are 536 Pa, 493 Pa, 825 Pa, and 2474 Pa, respectively. The strength of materials are fe' = 20.7 Mpa and fs = 124 Mpa. (2) Design the slab with dimensions 3.2 m x 7.1 m (3) Design the floor system 3.4 m x 4.2 m.
Transcribed Image Text:30 KN 20 KN 20 KN/m 15 KN/m 8 m B 3 m C D 7 m 2.5 m Design completely using 250mm x 450mm fc-20.7 MPa fs=124 MPa 16 mm main rebars, and 10 mm stirrups The loadings floor finish, ceiling, movable partitions, and live load are 536 Pa, 493 Pa, 825 Pa, and 2474 Pa, respectively. The strength of materials are fe' = 20.7 Mpa and fs = 124 Mpa. (2) Design the slab with dimensions 3.2 m x 7.1 m (3) Design the floor system 3.4 m x 4.2 m.
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