Mechanical Response of Industrial Concrete with SFRC and PFRC

Table 10

Maximum deformations in slabs.

Slab	Field measurement (mm)	Calculated in STAAD PRO (mm)	Calculated in SAP2000 (mm)	Prom STAAD-SAP (mm)	Dif% (%)
1	1.06175	0.960	0.9455	0.95275	11%
2	0.6395	0.342	0.3313	0.33665	30%
3	0.369	0.486	0.47112	0.47856	11%
4	1.29	0.962	0.9472	0.9546	34%
5	0.3915	0.363	0.331	0.347	4%
6	0.641	0.484	0.4721	0.47805	16%
7	0.895	0.972	0.9574	0.9647	7%
8	0.25705	0.367	0.335	0.351	9%
9	0.7005	0.489	0.4774	0.4832	22%
10	0.937	0.959	0.945	0.952	1%
11	0.283	0.362	0.331	0.3465	6%
12	0.477	0.482	0.4709	0.47645	0%
13	1.7535	0.973	0.9582	0.9656	79%
14	0.6295	0.368	0.335	0.3515	28%
15	0.712	0.490	0.4778	0.4839	23%