Trabalho

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

Lajes
	CARREGAMENTO NAS LAJES	PESOS	KN/M2	VIGA	PAREDE
	Nome	Caso	Medida (LY)	Medida (LX)	E	V1	V2	V3	V4	REVEST	1	0.15	13
	L1	4	3.55	2.2	1.61	0.317	0.183	0.447	0.258	PP LAJE	2.5	0.4	0.15
	L2	6B	3.41	4	0.85	0.14	0.206	0.242	-	ACIDENTAL	1.5	25	2.7
	L3	6A	2.7	1.91	1.41	0.144	0.377	0.25	-	5	1.5	5.27	KN/M2
	L4	5	1.91	0.7	2.73	0.25	0.375	-	-
	L5	6A	2.7	2.54	1.06	0.144	0.321	0.25	-
	L6	6A	4.85	2.54	1.91	0.144	0.402	0.25	-
	L7	4	2.7	0.75	3.60	0.317	0.183	0.475	0.275
	L8	4	3.71	0.75	4.95	0.317	0.183	0.475	0.275
	L9	4	3.8	2.2	1.73	0.317	0.183	0.458	0.264
	L10	6B	1.8	2.5	0.72	0.144	0.222	0.25	-
	L11	4	2.5	1.8	1.39	0.317	0.183	0.414	0.232
	L12	6A	3.8	1.85	2.05	0.144	0.402	0.25	-
	L13	5	1	1	1.00	0.25	0.25	-	-
	L14	4	3.8	2.6	1.46	0.317	0.183	0.423	0.244
	L15	4	3.75	3.45	1.09	0.317	0.183	0.346	0.2
	LAJE 1	CASO	MEDIDA	LAJE 2	CASO	MEDIDA	LAJE 3	CASO	MEDIDA	LAJE 4	CASO	MEDIDA	LAJE 5	CASO	LAJE 6	CASO	MEDIDA
	4	KN/M2	6B	KN/M2	6A	KN/M2	5	KN/M2	6A	KN/M2	6A	KN/M2
	R1	3.487	R1	2.800	R1	1.375	R1	0.875	R1	1.829	R1	1.829
	R2	2.013	R2	4.120	R2	3.600	R2	1.313	R2	4.077	R2	5.105
	R3	4.917	R3	4.840	R3	2.387	R3	-	R3	3.175	R3	3.175
	R4	2.838	R4	-	R4	-	R4	-	R4	-	R4	-
	PILAR 1	VIGA 1	CARGAS KN	PILAR 2	VIGA 1	CARGAS KN	PILAR 3	VIGA 2	CARGAS KN	PILAR 4	VIGA 7	CARGAS KN
	P.P	1.50
	P.P	1.50	P.P	1.50	P.P	1.50	P.PA.	5.27
	P.PA.	5.27	P.PA.	5.27	P.PA.	5.27	R2 (L1)	2.01	11.16852
	R4 (L1)	2.838	R4 (L1)	2.838	R1 (L2)	2.800	R1 (L3)	1.375	9.696
	TOTAL	9.60	17.05	TOTAL	9.60	17.045	TOTAL	9.57	16.31	TOTAL	10.15
	VIGA 7	CARGAS KN	9.656	VIGA 9	CARGAS KN	VIGA 10	CARGAS KN	21.770	VIGA 3	CARGAS KN
	P.P	1.5	P.P	1.5	P.P	1.5	P.P	1.5
	P.PA.	5.27	P.PA.	5.27	15.8092	P.PA.	5.27	P.PA.	5.27	27.12617125	
	R2 (L1)	2.013	R1 (L1)	3.487	28.744	R2 (L2)	4.120	R3 (L1)	4.917	20.6311725
	TOTAL (KN)	8.778	26.701	R2 (L2)	4.120	61.599	TOTAL (KN)	10.885	38.078	R2 (L3)	3.600	68.622
	TOTAL KN/TF	2.670	TOTAL KN/TF	14.372	6.160	TOTAL KN/TF	3.808	TOTAL KN/TF	15.282	6.862
	LAJE 7	CASO	MEDIDA	LAJE 8	CASO	MEDIDA	LAJE 9	CASO	MEDIDA	LAJE 10	CASO	MEDIDA	LAJE 11	CASO	LAJE 12	CASO	MEDIDA
	4	KN/M2	4	KN/M2	4	KN/M2	6B	KN/M2	4	KN/M2	6B	KN/M2
	R1	1.189	R1	1.189	R1	3.487	R1	1.800	R1	2.853	R1	1.332
	R2	0.686	R2	0.686	R2	2.013	R2	2.775	R2	1.647	R2	3.719
	R3	1.781	R3	1.781	R3	5.038	R3	3.125	R3	2.250	R3	2.313
	R4	1.031	R4	1.031	R4	5.038	R4	-	R4	R4	-
	PILAR 5	VIGA 3	CARGAS KN	PILAR 6	VIGA 1	CARGAS KN	PILAR 7	VIGA 2	CARGAS KN	PILAR 8	VIGA 7	CARGAS KN
	P.P	1.50	P.P	0.00
	P.PA.	5.27	28.679	P.P	0.00	P.P	0.00	P.PA.	0.00
	R3 (L1)	4.92	21.812	P.PA.	0.00	P.PA.	0.00	R2 (L1)	0.69	0
	R2 (L3)/R1 (L4)	4.475	15.430	R4 (L1)	1.03125	R1 (L2)	1.189	R1 (L3)	3.487	0.000
	TOTAL	16.16	TOTAL	1.03	2.535	TOTAL	1.19	1.69	TOTAL	4.17
	VIGA 8	CARGAS KN	VIGA 9	CARGAS KN	VIGA 10	CARGAS KN	0.000	VIGA 3	CARGAS KN
	P.P	1.5	9.994	P.P	0	P.P	0	P.P	0
	P.PA.	5.27	9.994	P.PA.	0.00	0	P.PA.	0.00	P.PA.	0.00	9.328163625
	R3 (L3)/R2 (L4)	3.700	R1 (L1)	1.189	0	R2 (L2)	0.686	R3 (L1)	1.781	0
	TOTAL (KN)	10.465	R2 (L2)	0.686	2.535	TOTAL (KN)	0.68625	1.687	R2 (L3)	2.013	9.328
	VIGA 9	CARGAS KN	TOTAL KN/TF	1.875	0.254	TOTAL KN/TF	0.169	TOTAL KN/TF	3.794	0.933
	P.P	1.5	30.494
	P.PA.	5.27	16.772
	R2 (L2)/R1 (L1)/R1 (L4)	8.482	5.336
	TOTAL KN	15.247	138.512
	TOTAL KN/TF	13.851
	LAJE 13	CASO	MEDIDA	LAJE 14	CASO	MEDIDA	LAJE 15	CASO	MEDIDA
	5	KN/M2	4	KN/M2	4	KN/M2
	R1	1.250	R1	4.121	R1	5.468
	R2	1.250	R2	2.379	R2	3.157
	R3	-	R3	5.499	R3	5.969
	R4	-	R4	3.172	R4	3.450
Vigas bi
Plan3