TABELA - Viga em Base Elástica (método das diferenças finitas)

Esta é uma pré-visualização de arquivo. Entre para ver o arquivo original

Plan1
	Viga	Centroide e Inércia	Solo
	B1 (m)	1.00	X	Y	A	X*A	Y*A	Kv (kN/m²/m)	14000.00
	H1 (m)	0.25	Ret 1	0.50	0.125	0.25	0.125	0.031
	B2 (m)	0.50	Ret 2	0.50	0.375	0.125	0.063	0.047
	H2 (m)	0.25	Σ	0.375	0.188	0.078
	L (m)	5.00	Xg (m)	0.500
	Ef (kN/m²)	3.00E+07	Yg (m)	0.208	 - Só nos interessa em relação ao eixo y
	Ixg (m^4)	7.16E-03	 - Resolvido por matriz inversa!!
	Reações	Δx (m)	0.50	Sistema
	P	x (m)	Q (kN)	R (kN)	M (kN*m)	w (m)	Eq.	Incógnitas
	1.0	0.00	0.00	140.00	0.00	0.04000	w1	w2	w3	w4	w5	w6	w7	w8	w9	w10	w11	T.I.
	2.0	0.50	0.00	318.31	70.00	0.04547	M2	-8.61E+05	1.72E+06	-8.59E+05	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
	3.0	1.00	-1800.00	356.06	299.16	0.05087	M3	-3.50E+03	-8.63E+05	1.72E+06	-8.59E+05	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00
	4.0	1.50	0.00	391.37	-193.66	0.05591	M4	-5.25E+03	-7.00E+03	-8.63E+05	1.72E+06	-8.59E+05	0.00	0.00	0.00	0.00	0.00	0.00	-900.00
	5.0	2.00	0.00	428.26	-490.79	0.06118	M5	-7.00E+03	-1.05E+04	-7.00E+03	-8.63E+05	1.72E+06	-8.59E+05	0.00	0.00	0.00	0.00	0.00	-1800.00
	6.0	2.50	0.00	469.14	-573.79	0.06702	M6	-8.75E+03	-1.40E+04	-1.05E+04	-7.00E+03	-8.63E+05	1.72E+06	-8.59E+05	0.00	0.00	0.00	0.00	-2700.00
	7.0	3.00	0.00	514.70	-422.22	0.07353	M7	-1.05E+04	-1.75E+04	-1.40E+04	-1.05E+04	-7.00E+03	-8.63E+05	1.72E+06	-8.59E+05	0.00	0.00	0.00	-3600.00
	8.0	3.50	0.00	563.70	-13.30	0.08053	M8	-1.23E+04	-2.10E+04	-1.75E+04	-1.40E+04	-1.05E+04	-7.00E+03	-8.63E+05	1.72E+06	-8.59E+05	0.00	0.00	-4500.00
	9.0	4.00	-3000.00	612.80	677.47	0.08754	M9	-1.40E+04	-2.45E+04	-2.10E+04	-1.75E+04	-1.40E+04	-1.05E+04	-7.00E+03	-8.63E+05	1.72E+06	-8.59E+05	0.00	-5400.00
	10.0	4.50	0.00	656.39	174.64	0.09377	M10	-1.58E+04	-2.80E+04	-2.45E+04	-2.10E+04	-1.75E+04	-1.40E+04	-1.05E+04	-7.00E+03	-8.63E+05	1.72E+06	-8.59E+05	-7800.00
	11.0	5.00	0.00	349.28	0.00	0.09979	M11	17500.00	31500.00	28000.00	24500.00	21000.00	17500.00	14000.00	10500.00	7000.00	3500.00	0.00	10200.00
	ΣFy	3500.00	7000.00	7000.00	7000.00	7000.00	7000.00	7000.00	7000.00	7000.00	7000.00	3500.00	4800.00
	Momentos (kN*m)
	(Ef*Igx)/ (Δx)²	-8.59E+05	Solução
	M1	0.00	Matriz Inversa
	M2	70.00	-9.13E-07	-1.42E-06	-1.60E-06	-1.54E-06	-1.32E-06	-1.01E-06	-6.56E-07	-3.35E-07	-9.74E-08	1.35E-05	-2.39E-05
	M3	299.16	2.05E-07	-4.09E-07	-7.40E-07	-8.51E-07	-8.02E-07	-6.48E-07	-4.41E-07	-2.33E-07	-6.99E-08	1.15E-05	-1.72E-05
	M4	-193.66	1.61E-07	6.04E-07	1.25E-07	-1.55E-07	-2.78E-07	-2.88E-07	-2.25E-07	-1.30E-07	-4.22E-08	9.47E-06	-1.04E-05
	M5	-490.79	 - Desenhar diagrama de momentos	1.20E-07	4.60E-07	9.99E-07	5.51E-07	2.54E-07	7.86E-08	-4.40E-09	-2.52E-08	-1.38E-08	7.33E-06	-3.38E-06
	M6	-573.79	8.23E-08	3.25E-07	7.24E-07	1.27E-06	8.02E-07	4.58E-07	2.25E-07	8.42E-08	1.60E-08	4.97E-06	3.93E-06
	M7	-422.22	FEITO NO FTOOL	4.78E-08	2.00E-07	4.67E-07	8.55E-07	1.37E-06	8.55E-07	4.67E-07	2.00E-07	4.78E-08	2.25E-06	1.17E-05
	M8	-13.30	1.60E-08	8.42E-08	2.25E-07	4.58E-07	8.02E-07	1.27E-06	7.24E-07	3.25E-07	8.23E-08	-9.80E-07	2.02E-05
	M9	677.47	-1.38E-08	-2.52E-08	-4.40E-09	7.86E-08	2.54E-07	5.51E-07	9.99E-07	4.60E-07	1.20E-07	-4.91E-06	2.94E-05
	M10	174.64	-4.22E-08	-1.30E-07	-2.25E-07	-2.88E-07	-2.78E-07	-1.55E-07	1.25E-07	6.04E-07	1.61E-07	-9.70E-06	3.95E-05
	M11	0.00	-6.99E-08	-2.33E-07	-4.41E-07	-6.48E-07	-8.02E-07	-8.51E-07	-7.40E-07	-4.09E-07	2.05E-07	-1.55E-05	5.02E-05
	-9.74E-08	-3.35E-07	-6.56E-07	-1.01E-06	-1.32E-06	-1.54E-06	-1.60E-06	-1.42E-06	-9.13E-07	-2.24E-05	6.14E-05
	Reações (kN)
	R1	140.00	Resultado 	x (m)	w (m)
	R2	318.31	w1	0.0399997429	0.00	0.04000
	R3	356.06	w2	0.0454734782	0.50	0.04547
	R4	391.37	w3	0.0508657595	1.00	0.05087
	R5	428.26	 - Desenhar diagrama de cargas	w4	0.0559099317	1.50	0.05591
	R6	469.14	w5	0.06117945	 - Desenhar diagrama de variação do recalque	2.00	0.06118
	R7	514.70	FEITO NO FTOOL	w6	0.0670200638	2.50	0.06702
	R8	563.70	w7	0.0735283553	3.00	0.07353
	R9	612.80	w8	0.0805279521	3.50	0.08053
	R10	656.39	w9	0.087543021	4.00	0.08754
	R11	349.28	w10	0.0937697605	4.50	0.09377
	w11	0.0997932846	5.00	0.09979
	Tensão de contato (kN/m²) (q0)
	q1	560.00
	q2	636.63
	q3	712.12
	q4	782.74
	q5	856.51	 - Desenhar o diagrama de Tensões de contato
	q6	938.28
	q7	1029.40
	q8	1127.39	x(m)	q0 (KN/m2)
	q9	1225.60	0	0
	q10	1312.78	0	559.9964005054062
	q11	1397.11	0.25	559.9964005054062	q1	559.9964005054062
	0.25	636.6286947991473	q2	636.6286947991473
	0.75	636.6286947991473	q3	712.12063278640483
	0.75	712.12063278640483	q4	782.73904311278523
	1.25	712.12063278640483	q5	856.51229948309356
	1.25	782.73904311278523	q6	938.28089295381949
	1.75	782.73904311278523	q7	1029.3969735799226
	1.75	856.51229948309356	q8	1127.3913292341499
	2.25	856.51229948309356	q9	1225.6022946604869
	2.25	938.28089295381949	q10	1312.7766471893117
	2.75	938.28089295381949	q11	1397.1059838963831
	2.75	1029.3969735799226
	3.25	1029.3969735799226
	3.25	1127.3913292341499
	3.75	1127.3913292341499
	3.75	1225.6022946604869
	4.25	1225.6022946604869
	4.25	1312.7766471893117
	4.75	1312.7766471893117
	4.75	1397.1059838963831
	5	1397.1059838963831
	5	0