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1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
• A reinforced
concrete floor subject to an imposed load of 4 kN/m2 spans between brick walls as shown below. Design the floor for exposure class XC1 assuming the following material strengths: cu 30 Nmm-2 y 500 Nmm-2
11.
• DEPTH OF
SLAB
12.
• • u
no compression reinforcement is required • no compression reinforcement is required • MAIN STEEL, s
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