i need the answer quickly QI Design the slabs shown in Fig (1), whichare the slab seif-weight and service D.L-3.5 kN/m? & service L L=3.5 kN/m2, f. 28 MPa .fy--414 MPa and y-24 kN/m. Use 10 mm.(sketch the results)supported on rigid beams. The applied loads3m3m10

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QI Design the slabs shown in Fig. (1), which is supported on rigid beams. The applied loads are the slab seif-weight and service D.L-3.5 kN/m² & service LL-3.5 kN/m², f. 28 MPa.fy -414 MPa and y. 24 kN/m³. Use 10 mm.(sketch the results) 3m 3m 10 10

QI Design the slabs shown in Fig. (1), which is supported on rigid beams. The applied loads are the slab seif-weight and service D.L-3.5 kN/m² & service LL-3.5 kN/m², f. 28 MPa.fy -414 MPa and y. 24 kN/m³. Use 10 mm.(sketch the results) 3m 3m 10 10

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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i need the answer quickly

QI Design the slabs shown in Fig (1), which
are the slab seif-weight and service D.L-3.5 kN/m? & service L L=3.5 kN/m2, f. 28 MPa .fy
--414 MPa and y-24 kN/m. Use 10 mm.(sketch the results)
supported on rigid beams. The applied loads
3m
3m
10

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