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Concreto Armado II CÁLCULO PARA ARMADURA ÚTIL

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	CÁLCULO DA ARMADURA ÚTIL PARA OS MOMENTOS SOLICITANTES - FEITO POR KELVIN AGUIAR	DADOS
	LAJE	MDX	ΔMX	X'	X"	MD´X	ΔM´X	X'	X"	MD´Y	ΔM´Y	X'	X"	MDY	ΔMY	X'	X"
	L1	2.74	776149.9009000001	0.1844105812	0.0030585414	6.03	712219.6737	0.1805959221	0.0068732005	-	-	-	-	1.4	802188.3521000001	0.1859190437	0.001550	c=0,025 d=0,075
	L2	1.89	792666.8289000001	0.1853703217	0.0020988009	4.25	746808.0641000001	0.182680095	0.0047890276	1.023	809514.0954600001	0.1863390106	0.001130112	3.41	763130.6753000001	0.1836468601	0.003822
	L3	1.51	800050.8673	0.1857961459	0.0016729767	3.61	759244.3393000001	0.1834176232	0.0040514994	3.15	768182.9121000001	0.1839439971	0.0035251254	1.06	808795.1233000001	0.186297878	0.001171
	L4	0.35	822591.6161000001	0.187084016	0.0003851066	0.7	815790.5281000001	0.186697314	0.0007718086	6.37	705612.9025000001	0.1801921069	0.0072770157	3.18	767599.9617000001	0.1839097621	0.003559	bw=1m fyd=43,47
	L5	2.55	779841.9201000001	0.1846259909	0.0028431317	6.59	701337.9329000001	0.1799298067	0.0075393159	6.85	696285.6961000001	0.1796187826	0.00785034	2.63	778287.3857000001	0.1845353543	0.002934
	L6	1.81	794221.3633000001	0.1854601332	0.0020089894	4.13	749139.8657000001	0.1828188466	0.004650276	3.38	763713.6257000001	0.1836811952	0.0037879274	1.05	808989.4401000001	0.1863089967	0.001160	fcd=17,857x10³
	L7	1.45	801216.7681000001	0.1858632014	0.0016059212	2.92	772652.1985	0.1842060357	0.0032630869	17.48	489726.9377000001	0.1657617796	0.021707343	9.8	638962.2401	0.1760075441	0.011462
	L8	1.45	801216.7681000001	0.1858632014	0.0016059212	2.92	772652.1985	0.1842060357	0.0032630869	17.48	489726.9377000001	0.1657617796	0.021707343	9.8	638962.2401	0.1760075441	0.011462
	L9	2.54	780036.2369000001	0.1846373141	0.0028318085	3.23	766628.3777000001	0.1838526747	0.0036164479	-	-	-	-	0.54	818899.5969000001	0.1868742912	0.000595
	ARMADURA PRINCIPAL (cm²/m)	ARMADURA DE AÇO PARA 1 M² (11)	DESBITOLAMENTO DAS ARMADURAS
	ÁREA	ASx	AS'x	AS'y	Asy	ASx	AS'x	AS'y	Asy	ASx	AS'x	AS'y	Asy	ASx	AS'x	AS'y	Asy
	L1	0.840741838	1.8511124075	-	0.4294966035	0.0764310762	0.1682829461	-	0.0390451458	0.3120327359	0.4630045138	-	0.2230225083	11Ø 6,3c/10	11Ø 6,3c/10	-	11Ø 6,3c/10
	L2	0.5798594598	1.3043474035	0.3138231308	1.0464227838	0.0527144963	0.1185770367	0.0285293755	0.095129344	0.2591374628	0.3886560818	0.1906388039	0.3481147479	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10
	L3	0.4632497515	1.1078277265	0.9666016277	0.3251751687	0.0421136138	0.1007116115	0.0878728752	0.029561379	0.231620197	0.3581829791	0.3345743093	0.194056197	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10
	L4	0.1073588031	0.2147277943	1.9555838742	0.975811458	0.0097598912	0.0195207086	0.1777803522	0.0887101325	0.1115032843	0.157693198	0.4758905192	0.3361644512	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10
	L5	0.7824215355	2.0231888303	2.1030914786	0.8069770703	0.0711292305	0.1839262573	0.1911901344	0.0733615518	0.3010157549	0.4840464489	0.4935122201	0.3057028069	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10
	L6	0.5553090235	1.2674971811	1.0372123469	0.322107039	0.0504826385	0.1152270165	0.0942920315	0.0292824581	0.2535923769	0.3831266217	0.3465793381	0.1931385368	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 6,3c/10
	L7	0.4448388162	0.8959955477	5.3758694385	3.010137373	0.0404398924	0.0814541407	0.4887154035	0.2736488521	0.2269708934	0.3221230146	0.7890293993	0.5904212596	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 8c/10	11Ø 6,3c/10
	L8	0.4448388162	0.8959955477	5.3758694385	3.010137373	0.0404398924	0.0814541407	0.4887154035	0.2736488521	0.2269708934	0.3221230146	0.7890293993	0.5904212596	11Ø 6,3c/10	11Ø 6,3c/10	11Ø 8c/10	11Ø 6,3c/10
	L9	0.7793521326	0.9911613506	-	0.1656435586	0.0708501939	0.0901055773	-	0.0150585053	0.3004247394	0.338798133	-	0.1385020193	11Ø 6,3c/10	11Ø 6,3c/10	-	11Ø 6,3c/10
	FÓRMULAS DE CÁLCULO PARA MOMENTOS SOLICITANTES	FÓRMULAS DE CÁLCULO PARA MOMENTOS ARMADURAS, DESBITOLAMENTO E VALORES DE VERGALHÕES 
	Yn=1,95-0,05h	h=10cm	ASprinc.=MD/Z.fyd	D²=AS.4/π	BITOLA	BITOLA
	pol.	mm	pol.	mm
	1/4"	6.30	3/4"	20.00
	4857,14X²-910,71X+MD=0	Yf=1,4	Z=d-0,4X	Z=d-0,4X	5/16"	8.00	7/8"	22.00
	3/8"	10.00	1"	25.00
	1/2"	12.50	1.1/4"	32.00
	MD=Yn.Yf.MK	MK(de acordo com a tabela)	AS=ASprinc./11	-	5/8"	16.00	1.9/16"	40.00

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