Determine the reinforcements for given slab systems and draw a sketch to show bar arrangements44+-12 cm3.251.50h=120 mmQ=2.0 kN/m² (for Slabs)Q=5.0 kN/m² (for Balcony)-12 cm3.351.500.25+++=12 cm3251500.25+++12 cm3.253.50Yconcrete 25 kN/m³Coverage+plaster= 1.5 kN/m²Materials: C25/S420

Height of the flange, hf = 120 mm Unit weight of concrete, γc=25 kN/m3 Plaster = 1.5 kN/m2 Load on a…

Determine the reinforcements for given slab systems and draw a sketch to show bar arrangements 27 -12 cm 325 3.50 h=120 mm Q=2.0 kN/m² (for Slabs) Q = 5.0 kN/m² (for Balcony) 17 =12 cm 3.35 1.50 0.25 ++ 12 cm 0.25 + 12 cm 3.25 1.10 Yconcrete 25 kN/m³ Coverage+plaster= 1.5 kN/m² Materials: C25/S420

Determine the reinforcements for given slab systems and draw a sketch to show bar arrangements 27 -12 cm 325 3.50 h=120 mm Q=2.0 kN/m² (for Slabs) Q = 5.0 kN/m² (for Balcony) 17 =12 cm 3.35 1.50 0.25 ++ 12 cm 0.25 + 12 cm 3.25 1.10 Yconcrete 25 kN/m³ Coverage+plaster= 1.5 kN/m² Materials: C25/S420

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Determine the reinforcements for given slab systems and draw a sketch to show bar arrangements
44
+
-12 cm
3.25
1.50
h=120 mm
Q=2.0 kN/m² (for Slabs)
Q=5.0 kN/m² (for Balcony)
-12 cm
3.35
1.50
0.25
++
+
=12 cm
325
150
0.25
++
+
12 cm
3.25
3.50
Yconcrete 25 kN/m³
Coverage+plaster= 1.5 kN/m²
Materials: C25/S420

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