for the floor system shown below with assuming that service dead load 3 kN/m2 (Does not include self-weight)and live load 5 kN/m2, Answer the following: 1- Classify the floor system into one way or two- way slab. 2- Calculate the slab thickness. 3- design the bottom reinforcement in short direction for panel 1. fc'=30 MPa, fy=420MPA -4.5 m -4.5 Panel 1 6 opening R.C beam R.C wall (bellow and above slab)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Time left 1:14:39
for the floor system shown below with assuming
that service dead load 3 kN/m2 (Does not include
self-weight)and live load 5 kN/m², Answer the
following:
1- Classify the floor system into one way or two-
way slab.
2- Calculate the slab thickness.
3- design the bottom reinforcement in short
direction for panel 1.
fc'=30 MPa, fy=420MPA
4.5 m
4.5
Panel 1
opening
R.C beam
R.C wall (bellow and above slab)
II
>
Transcribed Image Text:Time left 1:14:39 for the floor system shown below with assuming that service dead load 3 kN/m2 (Does not include self-weight)and live load 5 kN/m², Answer the following: 1- Classify the floor system into one way or two- way slab. 2- Calculate the slab thickness. 3- design the bottom reinforcement in short direction for panel 1. fc'=30 MPa, fy=420MPA 4.5 m 4.5 Panel 1 opening R.C beam R.C wall (bellow and above slab) II >
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