The four-span slab shown in the Figure 1 supports a variable action of 3.XkN/m² plus permanent action of 5.XkN/m² (X = last digit of ID no). The characteristic material strength are fck = 25 N/mm² and fyk = 500 N/mm². Design and evaluate the bending and shear with optimal cross section of the beam. Assume the required data if necessary. A D E 7 m a) 4.5m 4.5m 4.5m 4.5m b) Figure 1: a) Floor RC slab and b) cross section through the slab

Structural Analysis
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Chapter2: Loads On Structures
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X=5

The four-span slab shown in the Figure 1 supports a variable action of 3.XkN/m² plus
permanent action of 5.XkN/m² (X = last digit of ID no). The characteristic material
strength are fck = 25 N/mm² and fyk = 500 N/mm². Design and evaluate the bending
and shear with optimal cross section of the beam. Assume the required data if necessary.
A
B
D
E
7 m
a)
4.5m
4.5m
4.5m
4.5m
b)
Figure 1: a) Floor RC slab and b) cross section through the slab
Transcribed Image Text:The four-span slab shown in the Figure 1 supports a variable action of 3.XkN/m² plus permanent action of 5.XkN/m² (X = last digit of ID no). The characteristic material strength are fck = 25 N/mm² and fyk = 500 N/mm². Design and evaluate the bending and shear with optimal cross section of the beam. Assume the required data if necessary. A B D E 7 m a) 4.5m 4.5m 4.5m 4.5m b) Figure 1: a) Floor RC slab and b) cross section through the slab
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