SITUATION. A fully continuous monolithic floor system consists of slab as shown. Use the ACI moment coefficient as provided by the code. -M (interior support)= 12 1 +M (midspan) = 16 %3D 74000 3.4000 3.4000 30000 3.0000

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Chapter2: Loads On Structures
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SITUATION. A fully continuous monolithic floor system consists of slab as shown. Use the ACI
moment coefficient as provided by the code.
-M (interior support)= -
+M (midspan) =
16
74000
3.4000
3.4000
3.0000
3.0000
Design data:
Live load= 4 kPa
Floor finish= 1 kPa
Ceiling load= 0.25 kPa
fc'= 21 MPa
fy= 276 MPa
Use 12 mm diameter as main reinforcement.
Use 10 mm diameter as secondary reinforcement.
Compute the spacing of the main bars at the support.
210 mm
220 mm
450 mm
300 mm
Transcribed Image Text:SITUATION. A fully continuous monolithic floor system consists of slab as shown. Use the ACI moment coefficient as provided by the code. -M (interior support)= - +M (midspan) = 16 74000 3.4000 3.4000 3.0000 3.0000 Design data: Live load= 4 kPa Floor finish= 1 kPa Ceiling load= 0.25 kPa fc'= 21 MPa fy= 276 MPa Use 12 mm diameter as main reinforcement. Use 10 mm diameter as secondary reinforcement. Compute the spacing of the main bars at the support. 210 mm 220 mm 450 mm 300 mm
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