valdelson fcr corrigido

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Planilha2
	GEOMETRIA			CONCRETO			Aço	CA-50
	h(cm)	40		Concreto	C-65		Fyk (kN/cm²)	50.000
	bw(cm)	25		Fck(Mpa)	5		γs	1.150
	cob(cm)	3		αc	0.85		Fyd(kN/cm²)	43.478
	Φt(mm)	5		λ	0.8		Es (GPa)	210.000
	Φl(mm)	25		ϵcu(‰)	3.5		εyd (‰)	2.070
	d(cm)	35.25		ϵc2(‰)	2
	d'(cm)	4.75		n	2
				yc	1.4
	combinações			Fcd (kN/cm²)	3.5714285714
	Normais
					ϵc(‰)	ϵs(‰)									ϵc(‰)	ϵs(‰)
			Domínio	limite 1-2	0	10							Domínio	limite 2-3	3.5	10
			x(cm)	0									x(cm)	9.1388888889
			N°camadas	10									N°camadas	10
			Camadas	Yn(cm)	ϵs(%)	nb	As(cm²)	fs(kN)	Mds(kN.cm)	Fc(kN)	Mdc(kN.cm)		Camadas	Yn(cm)	ϵs(%)	nb	As(cm²)	fs(kN)	Mds(kN.cm)	Fc(kN)	Mdc(kN.cm)
			1	4.750	1.348	2	9.817	277.814	4236.659	0.000	0.000		1	4.750	-1.681	2	9.817	-346.536	-5284.675	-55.486	-906.890
			2	8.139	2.309	2	9.817	426.847	5062.878				2	8.139	-0.383	2	9.817	-78.958	-936.525
			3	11.528	3.270	2	9.817	426.847	3616.341				3	11.528	0.915	2	9.817	188.621	1598.038
			4	14.917	4.232	2	9.817	426.847	2169.805				4	14.917	2.213	2	9.817	426.847	2169.805
			5	18.306	5.193	2	9.817	426.847	723.268				5	18.306	3.511	2	9.817	426.847	723.268
			6	21.694	6.154	2	9.817	426.847	-723.268				6	21.694	4.809	2	9.817	426.847	-723.268
			7	25.083	7.116	2	9.817	426.847	-2169.805				7	25.083	6.106	2	9.817	426.847	-2169.805
			8	28.472	8.077	2	9.817	426.847	-3616.341				8	28.472	7.404	2	9.817	426.847	-3616.341
			9	31.861	9.039	2	9.817	426.847	-5062.878				9	31.861	8.702	2	9.817	426.847	-5062.878
			10	35.250	10.000	2	9.817	426.847	-6509.414				10	35.250	10.000	2	9.817	426.847	-6509.414
								∑	-2272.755									∑	-19811.794
							Nd(kN)	4119.435									Nd(kN)	2695.569
							Md(kN.m)	22.7275501718									Md(kN.m)	207.1868396442
					ϵc(‰)	ϵs(‰)									ϵc(‰)	ϵs(‰)
			Domínio	limite 3-4	3.5	2.0703933747							Domínio	limite 4-4a	3.5	0
			x(cm)	22.1483460323									x(cm)	35.25
			N°camadas	10									N°camadas	10
			Camadas	Yn(cm)	ϵs(%)	nb	As(cm²)	fs(kN)	Mds(kN.cm)	Fc(kN)	Mdc(kN.cm)		Camadas	Yn(cm)	ϵs(%)	nb	As(cm²)	fs(kN)	Mds(kN.cm)	Fc(kN)	Mdc(kN.cm)
			1	4.750	-2.749	2	9.817	-426.847	-6509.414	-134.472	-1498.108		1	4.750	-3.028	2	9.817	-426.847	-6509.414	-214.018	-1262.705
			2	8.139	-2.214	2	9.817	-426.847	-5062.878				2	8.139	-2.692	2	9.817	-426.847	-5062.878
			3	11.528	-1.678	2	9.817	-346.014	-2931.508				3	11.528	-2.355	2	9.817	-426.847	-3616.341
			4	14.917	-1.143	2	9.817	-235.605	-1197.660				4	14.917	-2.019	2	9.817	-416.233	-2115.852
			5	18.306	-0.607	2	9.817	-125.197	-212.139				5	18.306	-1.682	2	9.817	-346.861	-587.737
			6	21.694	-0.072	2	9.817	-14.788	25.057				6	21.694	-1.346	2	9.817	-277.489	470.189
			7	25.083	0.464	2	9.817	95.621	-486.072				7	25.083	-1.009	2	9.817	-208.117	1057.926
			8	28.472	0.999	2	9.817	206.029	-1745.527				8	28.472	-0.673	2	9.817	-138.744	1175.473
			9	31.861	1.535	2	9.817	316.438	-3753.308				9	31.861	-0.336	2	9.817	-69.372	822.831
			10	35.250	2.070	2	9.817	426.847	-6509.414				10	35.250	0.000	2	9.817	0.000	0.000
								∑	-28382.863									∑	-14365.802
							Nd(kN)	-664.834									Nd(kN)	-2951.374
							Md(kN.m)	298.8097076327									Md(kN.m)	156.2850699378
					ϵc(‰)	ϵs(‰)
			Domínio	limite 4a-5	3.5	-0.415625
			x(cm)	40
			N°camadas	10
			Camadas	Yn(cm)	ϵs(%)	nb	As(cm²)	fs(kN)	Mds(kN.cm)	Fc(kN)	Mdc(kN.cm)
			1	4.750	-3.084	2	9.817	-426.847	-6509.414	-242.857	-971.429
			2	8.139	-2.788	2	9.817	-426.847	-5062.878
			3	11.528	-2.491	2	9.817	-426.847	-3616.341
			4	14.917	-2.195	2	9.817	-426.847	-2169.805
			5	18.306	-1.898	2	9.817	-391.359	-663.137
			6	21.694	-1.602	2	9.817	-330.225	559.548
			7	25.083	-1.305	2	9.817	-269.091	1367.879
			8	28.472	-1.009	2	9.817	-207.957	1761.855
			9	31.861	-0.712	2	9.817	-146.822	1741.477
			10	35.250	-0.416	2	9.817	-85.688	1306.745
								∑	-11284.071
							Nd(kN)	-3381.387
							Md(kN.m)	122.5549946563