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.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.13.2P
Question
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps
Recommended textbooks for you
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning