Re analysis the designed interior panel by using ACI Coffecient Method for:

1- calculate allowable live load.

2- sketch the designed renforcment.

3- check the shear by ACI method.

An edge slab (4.8 m * 6.0 m) has thickness (135 mm) , at short span the reinforcement is Ø 10 at 175 mm at the positive region and 2 Ø 10 mm at 350 mm (bent) + Ø 10 at 350 mm (added) at negative regions. at long span the reinforcement is Ø 10 at 200 mm at positive region and 2 Ø 10 at 400 mm + Ø 10 at 450 mm over the continuous edge.

Take the following :
- cover concrete 20 mm
- cylindrical stress  0.0225 KN/mm2
- yield strength for the second material is 0.375 KN/mm2
- Ƴc = 2.5 KN/m3
- added dead load = 0.85 KN/m3

if you want to w in 5 marks you Can Solve Nole:You must answer Pi/10 marks, then 11:07 ll all + pdf.aliw YI Ti- Re amly sis the desigened interior Panel Py usiny AcI oFficient Melhod f CaLculate 2* Sketch the desigend Renforcenent * check the shenr by AC Melhod- An edge slib ( 4.8m 6.0m) has thick- ness (135 mm),At short span Is g lo at 175mm at the Positive Veglon aud 2 lo mm at 35o mmbent )+o at aso umm at negative regions reinforcement is lo at Vegion and over the Continouse Pdge Take the following:- cover Concrete 20 mn cylindrycul stvess streny h for the second materlaL io.375 kN Ye25 kN/m3, added dead load= MowabLe live Load. the Vemfurcemeat (nddeds At long span the al Positive 20p mm 2p lo at400 mm + 1o at 45o mm 0.0225 KN , Yield o8s k Pe Solve the above Panel pesign methal for:. .Calealating ihe safe lix lapd timo allowed type sheay k Paanep Flat 2).cheek the two labslab smm) above the columins (250 mm250 hn) 2 1a