Design the slab of the plan shown below. The dead load is due to self- weight plus weight. of: • Tiles 3 cm mortar 2 cm • sand 7 cm • plaster 2 cm • partition 2kN/m² 10.00 m Live load =2.5 kN/m² fc=...


Design the slab of the plan shown below. The dead load is due to self-<br>weight plus weight. of:<br>• Tiles 3 cm<br>mortar 2 cm<br>• sand 7 cm<br>• plaster 2 cm<br>• partition 2kN/m²<br>10.00 m<br>Live load =2.5 kN/m²<br>fc= 25 MPa and fy=<br>420 MPa.<br>0.30 m<br>+0.30 m<br>0.30 m<br>-4.80 m<br>-3.30 m<br>

Extracted text: Design the slab of the plan shown below. The dead load is due to self- weight plus weight. of: • Tiles 3 cm mortar 2 cm • sand 7 cm • plaster 2 cm • partition 2kN/m² 10.00 m Live load =2.5 kN/m² fc= 25 MPa and fy= 420 MPa. 0.30 m +0.30 m 0.30 m -4.80 m -3.30 m

Jun 11, 2022
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