Problem (2): For the one-way slab shown in Figure 1, determine and show the reinforcement values on the section shown below at: (a) The midspan (Bottom reinforcement). Assume the ultimate applied positive moment at midspan (Mu= 19.3 kN.m/m) (b) The interior supports (Top reinforcement). Assume the ultimate applied negative moment at interior support (M.= 27.0 kN.m/m) (c) Shrinkage reinforcement. loh thickness = 150 mm, Use 20-mm. cover for the slab. %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem (2):
For the one-way slab shown in Figure 1, determine and show the reinforcement values
on the section shown below at:
(a) The midspan (Bottom reinforcement). Assume the ultimate applied positive
moment at midspan (Mu= 19.3 kN.m/m)
(b) The interior supports (Top reinforcement). Assume the ultimate applied negative
moment at interior support (M.= 27.0 kN.m/m)
(c) Shrinkage reinforcement.
Assume slab thickness = 150 mm. Use 20-mm. cover for the slab.
Top reinf. (
4.2 m
4.2 m
4.2 m.
Bottom reinf. (
Shrinkage reinf. (
a)
Transcribed Image Text:Student Name: Problem (2): For the one-way slab shown in Figure 1, determine and show the reinforcement values on the section shown below at: (a) The midspan (Bottom reinforcement). Assume the ultimate applied positive moment at midspan (Mu= 19.3 kN.m/m) (b) The interior supports (Top reinforcement). Assume the ultimate applied negative moment at interior support (M.= 27.0 kN.m/m) (c) Shrinkage reinforcement. Assume slab thickness = 150 mm. Use 20-mm. cover for the slab. Top reinf. ( 4.2 m 4.2 m 4.2 m. Bottom reinf. ( Shrinkage reinf. ( a)
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