ANALISIS

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clase 2204
				50	KN/m
	50	KN								VIGA
	2.7	B					D			250
			6					1.5		350			E
										F'C viga	21	Mpa	21,538	Mpa
										Columna	28	MPa	24,870	Mpa
		A			250		C										129.795		70.931
						300
										BA	BD		DB	DC	VOLA		B		D		32.7025925926
			300			Factor distribucion			Fd	0.755	0.245		0.382	0.618	0.000
		350				Momento de fijacion			Mf		150.000		-150.000		56.250					39.4059259259
						Transporte			T	0.000	21.948		-21.076	0.000			72.1085185185
		Inercia AB		1,071,875,000	mm4				BAL	-129.795	-42.152		43.895	70.931			A		C
		Inercia BD		893,229,167	mm4	Momento final			M	-129.795	129.795		-127.181	70.931	56.250
		Inercia DC		562,500,000	mm4					AB				CD			64.898		35.465
									Fd	0.000	empotrado por eso 0			0.000
		Rigidez AB		9,873	KN.m				Mf
		Rigidez BD		3,206	KN.m				T	-64.898				35.465
		Rigidez DC		5,181	KN.m				BAL	0.000				0.000
									M	-64.898				35.465
									Segundo cross								30.457		27.037
										BA	BD		DB	DC	VOLA	60.1776207695	B		D
					Calculo de cross moderno				Fd	0.755	0.245		0.382	0.618	0.000
									Mf	100.000				52.478						24.7385785107
									T	0.000	-7.872		-11.292	0.000			35.4390422588
									BAL	-69.543	-22.585		-15.744	-25.441	0.000		A		C
									M	30.457	-30.457		-27.037	27.037
										AB				CD			65.228		39.757
									Fd	0.000	empotrado por eso 0			0.000
									Mf	100.000				52.478			50	=	-32.7025925926	x	60.1776207695
									T	-34.772				-12.721					x	=	1.3743081155
									BAL	0.000				0.000
									M	65.228				39.757
										BA	BD		DB	DC	VOLA
								Primer cross		-129.795	129.795		-127.181	70.931	56.250
				Momento piso	135					41.857	-41.857		-37.157	37.157	0.000
				Momento de columna	ERROR:#VALUE!			Momento final		-87.938	87.938		-164.338	108.088	56.250
										AB				CD
								Primer cross		-64.898				35.465
										89.644				54.639
								Momento final		24.746				90.104
										BA	BD		DB	DC	VOLA
									Fd	0.755	0.245		0.382	0.618	0.000
									Fdes	0.328				0.172
									Mf		150.000		-150.000		56.250
									M des	ERROR:#VALUE!				ERROR:#VALUE!
									T	ERROR:#VALUE!	ERROR:#VALUE!		ERROR:#VALUE!	ERROR:#VALUE!
									Bal	ERROR:#VALUE!	ERROR:#VALUE!		ERROR:#VALUE!	ERROR:#VALUE!	ERROR:#VALUE!
									M	ERROR:#VALUE!	ERROR:#VALUE!		ERROR:#VALUE!	ERROR:#VALUE!	ERROR:#VALUE!
										AB				CD
									Fd	0.000				0.000
									Fdes	0.328				0.172
									Mf	0.000				0.000
									M des	ERROR:#VALUE!				ERROR:#VALUE!
									T	ERROR:#VALUE!				ERROR:#VALUE!
									Bal	ERROR:#VALUE!				ERROR:#VALUE!
									M	ERROR:#VALUE!				ERROR:#VALUE!
Clase 2904
			40	KN/m
		60 Kn						Viga	21	Mpas			21.538	Mpas		1	E0
		3.2	D 300	H 300	L
			300	350	300
	50 KN					70 kN/m		Columna	28	Mpas			24.87	Mpas		1.155	E0
		3.2	C 300	G 300	K
			300	350	300
	40 KN					70 kN/m	Viga
		3.5	B	F	J
								350
			A	E	I		300
			6.5	5.5	1.5
		300	350		350
		350	400
										DC	DH			HD	HG	HL			LH	LK	VOLA
							FD			0.596	0.404	LA SUMA DEBE SER 1		0.221	0.518	0.261			0.576	0.424	0.000
							FDES
							MF
	Calculo de rigidez						MDES
							T
			164,904	194,886	0		BAL
	3.2						M
		243570.230522797	386780.504950553	143474.708783173
			164,904	194,886					CB	CD	CG		GC	GF	GH	GK		KG	KJ	KL	VOLA
	3.2						FD		0.374	0.374	0.253		0.146	0.341	0.341	0.172
		243570.230522797	386780.504950553	143474.708783173			FDES
			164,904	194.886			MF
	3.5		B				MDES
		353627.890240505	615841.768037887	243021.358580881			T
			A				BAL
			6.5	5.5	1.8		M
	300		350		350
	350		400					BA	BC	BF		FB	FE	GF	FJ		JF	JI	JK	VOLA
							FD
			Viga				FDES
							MF
				350			MDES
			300				T
							BAL
							M
								AB					EF					IJ
							FD
							FDES
							MF
							MDES
							T
							BAL
							M
C 
D
E
F
G
H
I
J
K
L