Problem. A 130 thick one way RC slab is subjected to loads (wt. of slab is not included) as showr Solve & Draw V & M diagram. Use: fy= 415 MPa; fc'=25 MPa; cc=27 mm. LL=2.3 KPa/DL = 5.5KPa 5.70m 2m 25mm REBARS @ 230 mm O.C. 24mm REBARS @ 130 mm O.C.
Problem. A 130 thick one way RC slab is subjected to loads (wt. of slab is not included) as showr Solve & Draw V & M diagram. Use: fy= 415 MPa; fc'=25 MPa; cc=27 mm. LL=2.3 KPa/DL = 5.5KPa 5.70m 2m 25mm REBARS @ 230 mm O.C. 24mm REBARS @ 130 mm O.C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem. A 130 thick one way RC slab is subjected to loads (wt. of slab is not included) as shown.
Solve & Draw V & M diagram. Use: fy= 415 MPa; fc'=25 MPa; cc=27 mm.
LL-2.3 KPa/DL = 5.5KPa
5.70m
25mm REBARS @ 230 mm O.C.
2m 24mm REBARS @ 130 mm O.C.
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