A 120 thick one-way RC slab is subjected to loads (wt. of slab is not included) as shown. Required: Check the adequacy of the slab against flexure only using USD-NSCP 2010. Use any method of analysis for indeterminate slab & Draw V & M diagram. Use: fy= 411 MPa; fc'=21 MPa; cc=29 mm. LL=2.2 KPa/DL = 5.1KPa 5.9m 21mmø REBARS at 220 mm O.C. 2m 22mmø REBARS at 120 mm O.C.

A 120 thick one-way RC slab is subjected to loads (wt. of slab is not included) as shown. Required: Check the adequacy of the slab against flexure only using USD-NSCP 2010. Use any method of analysis for indeterminate slab & Draw V & M diagram. Use: fy= 411 MPa; fc'=21 MPa; cc=29 mm. LL=2.2 KPa/DL = 5.1KPa 5.9m 21mmø REBARS at 220 mm O.C. 2m 22mmø REBARS at 120 mm O.C.

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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