Matrik

Langkah 1						Langkah 1						Langkah 1						Langkah 1							Langkah 1							Langkah 1							Langkah 1							Langkah 1						Langkah 1							Langkah 1							Langkah 1						Langkah 1							Langkah 1							Langkah 1							Langkah 1							Langkah 1						Langkah 1
Properties Material						Properties Material						Properties Material						Properties Material							Properties Material							Properties Material							Properties Material							Properties Material						Properties Material							Properties Material							Properties Material						Properties Material							Properties Material							Properties Material							Properties Material							Properties Material						Properties Material
Elemen 1						Elemen 2						Elemen 3						Elemen 4							Elemen 5							Elemen 6							Elemen 7							Elemen 8						Elemen 9							Elemen 10							Elemen 11						Elemen 12							Elemen 13							Elemen 14							Elemen 15							Elemen 16						Elemen 17
A =	16350	mm2				A =	16350	mm2				A =	16350	mm2				A =	16350	mm2					A =	16350	mm2					A =	16350	mm2					A =	16350	mm2					A =	16350	mm2				A =	16350	mm2					A =	16350	mm2					A =	16350	mm2				A =	16350	mm2					A =	16350	mm2					A =	16350	mm2					A =	16350	mm2					A =	16350	mm2				A =	16350	mm2
L =	4000	mm2				L =	5657	mm2				L =	4000	mm2				L =	5657	mm2					L =	4000	mm2					L =	5657	mm2					L =	4000	mm2					L =	5657	mm2				L =	4000	mm2					L =	4000	mm2					L =	4000	mm2				L =	4000	mm2					L =	4000	mm2					L =	4000	mm2					L =	4000	mm2					L =	4000	mm2				L =	4000	mm2
E =	200000	mm2				E =	200000	mm2				E =	200000	mm2				E =	200000	mm2					E =	200000	mm2					E =	200000	mm2					E =	200000	mm2					E =	200000	mm2				E =	200000	mm2					E =	200000	mm2					E =	200000	mm2				E =	200000	mm2					E =	200000	mm2					E =	200000	mm2					E =	200000	mm2					E =	200000	mm2				E =	200000	mm2
Langkah 2						Langkah 2						Langkah 2						Langkah 2							Langkah 2							Langkah 2							Langkah 2							Langkah 2						Langkah 2							Langkah 2							Langkah 2						Langkah 2							Langkah 2							Langkah 2							Langkah 2							Langkah 2						Langkah 2
Matrik kekakuan elemen pd sb lokal [sm]						Matrik kekakuan elemen pd sb lokal [sm]						Matrik kekakuan elemen pd sb lokal [sm]						Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]						Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]						Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]							Matrik kekakuan elemen pd sb lokal [sm]						Matrik kekakuan elemen pd sb lokal [sm]
Elemen 1						Elemen 2						Elemen 3						Elemen 4							Elemen 5							Elemen 6							Elemen 7							Elemen 8						Elemen 9							Elemen 10							Elemen 11						Elemen 12							Elemen 13							Elemen 14							Elemen 15							Elemen 16						Elemen 17
	817500	0	817500	0			578044.9	0	578044.9	0			817500	0	817500	0			578044.9	0	578044.9	0				817500	0	817500	0				578044.9	0	578044.9	0				817500	0	817500	0				578044.9001	0	578044.9001	0			817500	0	817500	0				817500	0	817500	0				817500	0	817500	0			817500	0	817500	0				817500	0	817500	0				817500	0	817500	0				817500	0	817500	0				817500	0	817500	0			817500	0	817500	0
[sm]1 =	0	0	0	0		[sm]2 =	0	0	0	0		[sm]3 =	0	0	0	0		[sm]4 =	0	0	0	0			[sm]5 =	0	0	0	0			[sm]6 =	0	0	0	0			[sm]7 =	0	0	0	0			[sm]8 =	0	0	0	0		[sm]9 =	0	0	0	0			[sm]10 =	0	0	0	0			[sm]11 =	0	0	0	0		[sm]12 =	0	0	0	0			[sm]13 =	0	0	0	0			[sm]14 =	0	0	0	0			[sm]15 =	0	0	0	0			[sm]16 =	0	0	0	0		[sm]17 =	0	0	0	0
	-817500	0	817500	0			-578044.9	0	578044.9	0			-817500	0	817500	0			-578044.9	0	578044.9	0				-817500	0	817500	0				-578044.9	0	578044.9	0				-817500	0	817500	0				-578044.9	0	578044.9001	0			-817500	0	817500	0				-817500	0	817500	0				-817500	0	817500	0			-817500	0	817500	0				-817500	0	817500	0				-817500	0	817500	0				-817500	0	817500	0				-817500	0	817500	0			-817500	0	817500	0
	0	0	0	0			0	0	0	0			0	0	0	0			0	0	0	0				0	0	0	0				0	0	0	0				0	0	0	0				0	0	0	0			0	0	0	0				0	0	0	0				0	0	0	0			0	0	0	0				0	0	0	0				0	0	0	0				0	0	0	0				0	0	0	0			0	0	0	0
Langkah 3						Langkah 3						Langkah 3						Langkah 3							Langkah 3							Langkah 3							Langkah 3							Langkah 3						Langkah 3							Langkah 3							Langkah 3						Langkah 3							Langkah 3							Langkah 3							Langkah 3							Langkah 3						Langkah 3
Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]						Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]						Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]						Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]						Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]						Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]							Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]						Matrik transformasi [Tm] dan matrik kekakuan elemen pd sumbu global [km]
elemen 1						elemen 2						Elemen 3						Elemen 4							Elemen 5							Elemen 6							Elemen 7							Elemen 8						Elemen 9							Elemen 10							Elemen 11						Elemen 12							Elemen 13							Elemen 14							Elemen 15							Elemen 16						Elemen 17
sin q =	1					sin q =	0.707					sin q =	1					sin q =	0.707						sin q =	1						sin q =	0.707						sin q =	1						sin q =	0.707					sin q =	1						sin q =	0						sin q =	0					sin q =	0						sin q =	0						sin q =	0						sin q =	0						sin q =	0					sin q =	0
cos q =	0					cos q =	-0.707					cos q =	0					cos q =	-0.707						cos q =	0						cos q =	0.707						cos q =	0						cos q =	0.707					cos q =	0						cos q =	1						cos q =	1					cos q =	1						cos q =	1						cos q =	1						cos q =	1						cos q =	1					cos q =	1
	0	1	0	0			-0.707	0.707	0	0			0	1	0	0			-0.707	0.707	0	0				0	1	0	0				0.707	0.707	0	0				0	1	0	0				0.707	0.707	0	0			0	1	0	0				1	0	0	0				1	0	0	0			1	0	0	0				1	0	0	0				1	0	0	0				1	0	0	0				1	0	0	0			1	0	0	0
	-1	0	0	0			-0.707	-0.707	0	0			-1	0	0	0			-0.707	-0.707	0	0				-1	0	0	0				-0.707	0.707	0	0				-1	0	0	0				-0.707	0.707	0	0			-1	0	0	0				0	1	0	0				0	1	0	0			0	1	0	0				0	1	0	0				0	1	0	0				0	1	0	0				0	1	0	0			0	1	0	0
[Tm]1 =	0	0	0	1		[Tm]2 =	0	0	-0.707	0.707		[Tm]3 =	0	0	0	1		[Tm]4 =	0	0	-0.707	0.707			[Tm]5 =	0	0	0	1			[Tm]6 =	0	0	0.707	0.707			[Tm]7 =	0	0	0	1			[Tm]8 =	0	0	0.707	0.707		[Tm]9 =	0	0	0	1			[Tm]10 =	0	0	1	0			[Tm]11 =	0	0	1	0		[Tm]12 =	0	0	1	0			[Tm]13 =	0	0	1	0			[Tm]14 =	0	0	1	0			[Tm]15 =	0	0	1	0			[Tm]16 =	0	0	1	0		[Tm]17 =	0	0	1	0
	0	0	-1	0			0	0	-0.707	-0.707			0	0	-1	0			0	0	-0.707	-0.707				0	0	-1	0				0	0	-0.707	0.707				0	0	-1	0				0	0	-0.707	0.707			0	0	-1	0				0	0	0	1				0	0	0	1			0	0	0	1				0	0	0	1				0	0	0	1				0	0	0	1				0	0	0	1			0	0	0	1
[km] = [Tm]T.[sm].[Tm]						[km] = [Tm]T.[sm].[Tm]						[km] = [Tm]T.[sm].[Tm]						[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]						[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]						[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]							[km] = [Tm]T.[sm].[Tm]						[km] = [Tm]T.[sm].[Tm]
	0	0	7	8			1	2	7	8			1	2	9	10			3	4	9	10				3	4	11	12				3	4	13	14				5	6	13	14				5	6	15	16			17	0	15	16				17	0	5	6				3	4	5	6			1	2	3	4				0	0	1	2				7	8	9	10				9	10	11	12				11	12	13	14			13	14	15	16
	164129	-327471	164129	-327471	0		288935.2	-288935.2	288935.2	-288935.2	1		164129.4	-327471.1	164129.4	-327471.1	1		288935.2	-288935.2	288935.2	-288935.2	3			164129.4	-327471.1	164129.4	-327471.1	3			288935.2	288935.2	288935.2	288935.2	3			164129.4	-327471.1	164129.4	-327471.1	5			288935.2	288935.2	288935.2	288935.2	5		164129	-327471	164129	-327471	17			817500	0	817500	0	17			817500	0	817500	0	3		817500	0	817500	0	1			817500	0	817500	0	0			817500	0	817500	0	7			817500	0	817500	0	9			817500	0	817500	0	11		817500	0	817500	0	13
	-327471	653371	-327471	653371	0		-288935.2	288935.2	-288935.2	288935.2	2		-327471.1	653370.6	-327471.1	653370.6	2		-288935.2	288935.2	-288935.2	288935.2	4			-327471.1	653370.6	-327471.1	653370.6	4			288935.2	288935.2	288935.2	288935.2	4			-327471.1	653370.6	-327471.1	653370.6	6			288935.2	288935.2	288935.2	288935.2	6		-327471	653371	-327471	653371	0			0	0	0	0	0			0	0	0	0	4		0	0	0	0	2			0	0	0	0	0			0	0	0	0	8			0	0	0	0	10			0	0	0	0	12		0	0	0	0	14
[km]1=	-164129	327471	164129	-327471	7	[km]2=	-288935.2	288935.2	288935.2	-288935.2	7	[km]3=	-164129.4	327471.1	164129.4	-327471.1	9	[km]4=	-288935.2	288935.2	288935.2	-288935.2	9		[km]5=	-164129.4	327471.1	164129.4	-327471.1	11		[km]6=	-288935.2	-288935.2	288935.2	288935.2	13		[km]7=	-164129.4	327471.1	164129.4	-327471.1	13		[km]8=	-288935.2	-288935.2	288935.2	288935.2	15	[km]9=	-164129	327471	164129	-327471	15		[km]10=	-817500	0	817500	0	5		[km]11=	-817500	0	817500	0	5	[km]12=	-817500	0	817500	0	3		[km]13=	-817500	0	817500	0	1		[km]14=	-817500	0	817500	0	9		[km]15=	-817500	0	817500	0	11		[km]16=	-817500	0	817500	0	13	[km]17=	-817500	0	817500	0	15
	327471	-653371	-327471	653371	8		288935.2	-288935.2	-288935.2	288935.2	8		327471.1	-653370.6	-327471.1	653370.6	10		288935.2	-288935.2	-288935.2	288935.2	10			327471.1	-653370.6	-327471.1	653370.6	12			-288935.2	-288935.2	288935.2	288935.2	14			327471.1	-653370.6	-327471.1	653370.6	14			-288935.2	-288935.2	288935.2	288935.2	16		327471	-653371	-327471	653371	16			0	0	0	0	6			0	0	0	0	6		0	0	0	0	4			0	0	0	0	2			0	0	0	0	10			0	0	0	0	12			0	0	0	0	14		0	0	0	0	16
Langkah 4 Merakit matrik kekakuan struktur [Ks] 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Ks = 2088065 -616406 817500 0 0 0 288935 -288935 164129 -327471 0 0 0 0 0 0 0 1 -616406 942306 0 0 0 0 -288935 288935 -327471 653371 0 0 0 0 0 0 0 2 -817500 0 2377000 -327471 817500 0 0 0 288935 -288935 164129 -327471 288935 288935 0 0 0 3 0 0 -327471 1231241 0 0 0 0 -288935 288935 -327471 653371 288935 288935 0 0 0 4 0 0 -817500 0 2088065 -38536 0 0 0 0 0 0 164129 -327471 288935 288935 -817500 5 0 0 0 0 -38536 942306 0 0 0 0 0 0 -327471 653371 288935 288935 0 6 -288935 288935 0 0 0 0 1270565 -616406 817500 0 0 0 0 0 0 0 0 7 288935 -288935 0 0 0 0 -616406 942306 0 0 0 0 0 0 0 0 0 8 -164129 327471 -288935 288935 0 0 -817500 0 2088065 -616406 817500 0 0 0 0 0 0 9 327471 -653371 288935 -288935 0 0 0 0 -616406 942306 0 0 0 0 0 0 0 10 0 0 -164129 327471 0 0 0 0 -817500 0 1799129 -327471 817500 0 0 0 0 11 0 0 327471 -653371 0 0 0 0 0 0 -327471 653371 0 0 0 0 0 12 0 0 -288935 -288935 -164129 327471 0 0 0 0 -817500 0 2088065 -38536 817500 0 0 13 0 0 -288935 -288935 327471 -653371 0 0 0 0 0 0 -38536 942306 0 0 0 14 0 0 0 0 -288935 -288935 0 0 0 0 0 0 -817500 0 1270565 -38536 -164129 15 0 0 0 0 -288935 -288935 0 0 0 0 0 0 0 0 -38536 942306 327471 16 0 0 0 0 817500 0 0 0 0 0 0 0 0 0 164129 -327471 653371 17
Langkah 5						Langkah 6
Merakit Vektor beban struktur (Ps) akibat Beban Nodal						Menghitung Vektor perpindahan Struktur (Xs)
						{Xs} = [Ks]-1.{Ps}
	0	N	1				-0.01153	mm	1
	-50000	N	2				-0.03624	mm	2
	0	N	3				-0.01342	mm	3
	-100000	N	4				-0.04740	mm	4
	0	N	5				-0.00642	mm	5
	-50000	N	6				-0.02471	mm	6
	0	N	7				0.00223	mm	7
	0	N	8				-0.00612	mm	8
Ps =	0	N	9				0.00065	mm	9
	0	N	10				-0.03111	mm	10
	0	N	11				0.00131	mm	11
	0	N	12				-0.04001	mm	12
	0	N	13				-0.00197	mm	13
	0	N	14				-0.03363	mm	14
	0	N	15				-0.00813	mm	15
	0	N	16				-0.01139	mm	16
	0	N	17				0.00436	mm	17
Langkah7
Menghitung Gaya-gaya dalam pada titik ujung Elemen.
Menentukan Nilai [Xs] pada Masing-masing Elemen						Menentukan Nilai [Xs] pada Masing-masing Elemen						Menentukan Nilai [Xs] pada Masing-masing Elemen						Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen						Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen						Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen							Menentukan Nilai [Xs] pada Masing-masing Elemen						Menentukan Nilai [Xs] pada Masing-masing Elemen
Elemen 1						Elemen 2						Elemen 3						Elemen 4							Elemen 5							Elemen 6							Elemen 7							Elemen 8						Elemen 9							Elemen 10							Elemen 11						Elemen 12							Elemen 13							Elemen 14							Elemen 15							Elemen 16						Elemen 17
	0	0					-0.01153	1					-0.01153	1					-0.01342	3						-0.01342	3						-0.0134	3						-0.0064	5						-0.0064	5					0.0044	17						0.0044	17						-0.013	3					-0.012	1						0	0						0.0022	7						0.0007	9						0.0013	11					-0.002	13
Xs =	0	0				Xs =	-0.03624	2				Xs =	-0.03624	2				Xs =	-0.04740	4					Xs =	-0.04740	4					Xs =	-0.0474	4					Xs =	-0.0247	6					Xs =	-0.0247	6				Xs =	0	0					Xs =	0	0					Xs =	-0.047	4				Xs =	-0.036	2					Xs =	0	0					Xs =	-0.0061	8					Xs =	-0.0311	10					Xs =	-0.0400	12				Xs =	-0.034	14
	0.0022	7					0.00223	7					0.00065	9					0.00065	9						0.00131	11						-0.0020	13						-0.0020	13						-0.0081	15					-0.0081	15						-0.0064	5						-0.006	5					-0.013	3						-0.0115	1						0.0007	9						0.0013	11						-0.0020	13					-0.008	15
	-0.0061	8					-0.00612	8					-0.03111	10					-0.03111	10						-0.04001	12						-0.0336	14						-0.0336	14						-0.0114	16					-0.0114	16						-0.0247	6						-0.025	6					-0.047	4						-0.0362	2						-0.0311	10						-0.0400	12						-0.0336	14					-0.011	16
Menghitung [∆m] pada Masing-masing Elemen						Menghitung [∆m] pada Masing-masing Elemen						Menghitung [∆m] pada Masing-masing Elemen						Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen						Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen						Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen							Menghitung [∆m] pada Masing-masing Elemen						Menghitung [∆m] pada Masing-masing Elemen
Elemen 1						Elemen 2						Elemen 3						Elemen 4							Elemen 5							Elemen 6							Elemen 7							Elemen 8						Elemen 9							Elemen 10							Elemen 11						Elemen 12							Elemen 13							Elemen 14							Elemen 15							Elemen 16						Elemen 17
[Δm] = [Tm].[Xs]						[Δm] = [Tm].[Xs]						[Δm] = [Tm].[Xs]						[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]						[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]						[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]							[Δm] = [Tm].[Xs]						[Δm] = [Tm].[Xs]
	0	0	N				-0.0175	1	N				-0.0272	1	N				-0.0240	3	N					-0.0364	3	N					-0.0430	3	N					-0.0192	5	N					-0.0220	5	N				-0.002	17	N					0.0044	17	N					-0.0134	3	N				-0.0115	1	N					0	0	N					0.0022	7	N					0.001	9	N					0.001	11	N				-0.002	13	N
[Δm] =	0	0	N			[Δm] =	0.0338	2	N			[Δm] =	0.0265	2	N			[Δm] =	0.0430	4	N				[Δm] =	0.0332	4	N				[Δm] =	-0.0240	4	N				[Δm] =	0.0168	6	N				[Δm] =	-0.0129	6	N			[Δm] =	-0.004	0	N				[Δm] =	0.0000	0	N				[Δm] =	-0.0474	4	N			[Δm] =	-0.0362	2	N				[Δm] =	0	0	N				[Δm] =	-0.0061	8	N				[Δm] =	-0.031	10	N				[Δm] =	-0.040	12	N			[Δm] =	-0.034	14	N
	-0.0065	7	N				-0.0059	7	N				-0.0281	9	N				-0.0225	9	N					-0.0364	11	N					-0.0252	13	N					-0.0292	13	N					-0.0138	15	N				-0.007	15	N					-0.0064	5	N					-0.0064	5	N				-0.0134	3	N					-0.012	1	N					0.0007	9	N					0.001	11	N					-0.002	13	N				-0.008	15	N
	0.0007	8	N				0.0027	8	N				0.0134	10	N				0.0215	10	N					0.0168	12	N					-0.0224	14	N					0.0168	14	N					-0.0023	16	N				0.012	16	N					-0.0247	6	N					-0.0247	6	N				-0.0474	4	N					-0.036	2	N					-0.0311	10	N					-0.040	12	N					-0.034	14	N				-0.011	16	N
Menghitung [Fm] pada Masing-masing Elemen						Menghitung [Fm] pada Masing-masing Elemen						Menghitung [Fm] pada Masing-masing Elemen						Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen						Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen						Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen							Menghitung [Fm] pada Masing-masing Elemen						Menghitung [Fm] pada Masing-masing Elemen
Elemen 1						Elemen 2						Elemen 3						Elemen 4							Elemen 5							Elemen 6							Elemen 7							Elemen 8						Elemen 9							Elemen 10							Elemen 11						Elemen 12							Elemen 13							Elemen 14							Elemen 15							Elemen 16						Elemen 17
[Fm]= [Sm].[Δm]						[Fm]= [Sm].[Δm]						[Fm]= [Sm].[Δm]						[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]						[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]						[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]							[Fm]= [Sm].[Δm]						[Fm]= [Sm].[Δm]
	-5288.7938	0	N				-13512.06758	1	N				-45242.8626	1	N				-26866.886	3	N					-59446.85017	3	N					-39405.694	3	N					-39559.6014	5	N					-20698.5125	5	N				-6948.2603	17	N					-1680.5191	17	N					-16222.9728	3	N				-20399.662	1	N					-9425.5032	0	N					2358.39505	7	N					1607.4417	9	N					-538.353368	11	N				-8255.9932	13	N
[Fm] =	0	0	N			[Fm] =	0	2	N			[Fm] =	0	2	N			[Fm] =	0	4	N				[Fm] =	0	4	N				[Fm] =	0	4	N				[Fm] =	0	6	N				[Fm] =	0	6	N			[Fm] =	0	0	N				[Fm] =	0	0	N				[Fm] =	0	4	N			[Fm] =	0	2	N				[Fm] =	0	0	N				[Fm] =	0	8	N				[Fm] =	0	10	N				[Fm] =	0	12	N			[Fm] =	0	14	N
	-5288.7938	7	N				6687.643586	7	N				-713.43005	9	N				902.12742	9	N					1.09139E-11	11	N					10307.757	13	N					-8151.69056	13	N					4742.535193	15	N				-3750.5424	15	N					-8817.1095	5	N					5725.344219	5	N				-1548.6553	3	N					-9425.5032	1	N					-1289.3068	9	N					538.35337	11	N					-2684.1484	13	N				-5033.4915	15	N
	0	8	N				0	8	N				0	10	N				0	10	N					0	12	N					0	14	N					0	14	N					0	16	N				0	16	N					0	6	N					0	6	N				0	4	N					0	2	N					0	10	N					0	12	N					0	14	N				0	16	N