VENTO TRABALHO

VENTO TRABALHO


DisciplinaAções do Vento nas Edificações8 materiais67 seguidores
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Plan1
	Vo	30	Fator topográfico (S1)	Rugosidade do Terreno (S2)	Fator estatístico (S3)
	S1	1	a)	Plano ou fracamente acidentado	Categoria	Parâmetro	Classes	1	1.10
	S2	1.08	S1	=	1	A	B	C	2	1.00
	S3	1	b)	Taludes e Morros	I	b	1.1	1.11	1.12	3	0.95
	Vk	32.53	Ponto A	S1	=	1	p	0.06	0.065	0.07	4	0.88
	morro	II	b	1	1	1	5	0.83
	Dimensões (m)	Ponto A C	S1	=	1	F	1	0.98	0.95
	Largura	24	taludes	\u3f4	p	0.085	0.09	0.1
	Comprimento	36	Ponto B	S1	=	1	<3	III	b	0.94	0.94	0.93
	Altura	9.5	S1	=	8.36	6 e 17	p	0.1	0.105	0.115
	Taludes e morros	S1	=	1.53	>45	VI	b	0.86	0.85	0.84
	z	48	c)	Vales profundos	p	0.12	0.125	0.135
	\u3f4 (grau)	80	S1	=	0.9	V	b	0.74	0.73	0.71
	d	60	p	0.15	0.16	0.175
	\u3f4 Radianos	1.3962634016
	3	0.0523598776	b*F*(z/10)^p	z	L =	6.00	m
	S2	1.08	0.72	9.5
	S2	1.08	0.72	9.5
	S2	1.08	0.72	9.5	0.10909090909090909
	S2	1.08	0.72	9.5
	S2	1.08	0.72	9.5
	z
	Vk	32.53	q	648.49	9.5	N/M²	3890.9568267344471	N/m	0.6484928045	1296.9856089114824	1.2969856089114824	kn/M
	Vk	32.53	q	648.49	9.5	3890.9568267344471	N/m
	Vk	32.53	q	648.49	9.5	3890.9568267344471	N/m
	Vk	32.53	q	648.49	9.5	3890.9568267344471	N/m
	Vk	32.53	q	648.49	9.5	3890.9568267344471	N/m
Plan2
	Coeficiente de pressão externa	h/b	\u3f4	90	0	h/b	\u3f4	90	0	h/b	\u3f4	90	0
	Altura (h)	9.5	=	0.40	h/b	a/b	0 graus	90 graus	EF	GH	EG	FH	EF	GH	EG	FH	EF	GH	EG	FH
	Largura (b)	24	0.5	1	1.5	-0.8	-0.5	0.7	-0.4	0.7	-0.4	-0.8	-0.4	0.5	0	-0.8	-0.4	-0.8	-0.4	1.5	0	-0.8	-0.6	-1	-0.6	6	0	-0.8	-0.6	-0.9	-0.7
	2	4	-0.8	-0.4	0.7	-0.3	0.7	-0.5	-0.9	-0.5	5	-0.9	-0.4	-0.8	-0.4	5	-0.9	-0.6	-0.9	-0.6	5	-0.8	-0.6	-0.8	-0.8
	Comprimento	36	=	1.5	1.5	1	1.5	-0.9	-0.5	0.7	-0.5	0.7	-0.5	-0.9	-0.5	10	-1.2	-0.4	-0.8	-0.6	10	-1.1	-0.6	-0.8	-0.6	10	-0.8	-0.6	-0.8	-0.8
	Largura	24	2	4	-0.9	-0.4	0.7	-0.3	0.7	-0.6	-0.9	-0.5	15	-1	-0.4	-0.8	-0.6	15	-1	-0.6	-0.8	-0.6	15	-0.8	-0.6	-0.8	-0.8
	6	1	1.5	-1	-0.6	0.8	-0.6	0.8	-0.6	-1	-0.6	20	-0.4	-0.4	-0.7	-0.6	20	-0.7	-0.5	-0.8	-0.6	20	-0.8	-0.6	-0.8	-0.8
	9	2	4	-1	-0.5	0.8	-0.3	0.8	-0.6	-1	-0.6	30	0	-0.4	-0.7	-0.6	30	-0.2	-0.5	-0.8	-0.8	30	-1	-0.5	-0.8	-0.7
	8	A1 B1	A2 B2	C	D	A	B	C1 D1	C2 D2	45	0.3	-0.5	-0.7	-0.6	45	0.2	-0.5	-0.8	-0.8	40	-0.2	-0.5	-0.8	-0.7
	60	0.7	-0.6	-0.7	-0.6	60	0.6	-0.5	-0.8	-0.8	50	0.2	-0.5	-0.8	-0.7
	0 graus	90 graus	0 graus	90 graus	60	0.5	-0.5	-0.8	-0.7
	C	-0.8
	0.7	-0.4
	-0.8	A1	B1	0.7	C1	C2	-0.4	E	G	E	G
	1	-0.6	-0.8	-0.8	-0.8	-0.4	-0.7	-0.7	0	-0.4
	1.5	x	-0.5	A2	B2	A	B	F	H	F	H
	2	-0.2	-0.5	-0.5	0.7	-0.4	-0.6	-0.6	0	-0.4
	-0.35
	A3	B3	D1	D2	I	J	I	J
	-0.4	-0.35	-0.35	-0.8	-0.4	-0.4	-0.4	0	-0.4
	D	-0.8	-0.4
	-0.4
	PAREDES	TELHADO
	CASO 1	CASO 2	CASO 3	CASO 4
	0	0	0	0	0	-0.3	0	-0.3	90	0	90	0	90	-0.3	90	-0.3
	-0.8	0	=	-0.8	-0.7	0	=	-0.7	-0.8	-0.3	=	-1.1	-0.7	-0.3	=	-1	0.7	0	=	0.7	0	0	=	0	0.7	-0.3	=	0.4	0	-0.3	=	-0.3
	-0.5	0	=	-0.5	-0.6	0	=	-0.6	-0.5	-0.3	=	-0.8	-0.6	-0.3	=	-0.9	-0.4	0	=	-0.4	-0.4	0	=	-0.4	-0.4	-0.3	=	-0.7	-0.4	-0.3	=	-0.7
	-0.35	0	=	-0.35	-0.4	0	=	-0.4	-0.35	-0.3	=	-0.65	-0.4	-0.3	=	-0.7	-0.8	0	=	-0.8	0	0	=	0	-0.8	-0.3	=	-1.1	0	-0.3	=	-0.3
	0.7	0	=	0.7	0.7	-0.3	=	0.4	-0.4	0	=	-0.4	-0.4	0	=	-0.4	-0.4	-0.3	=	-0.7	-0.4	-0.3	=	-0.7
	-0.4	0	=	-0.4	-0.4	-0.3	=	-0.7	-0.8	0	=	-0.8	-0.8	-0.3	=	-1.1
	PAREDE	TELHADO	PAREDE	TELHADO	-0.4	0	=	-0.4	-0.4	-0.3	=	-0.7
	PAREDE	TELHADO	PAREDE	TELHADO
	C	C	-0.8	-1.1
	0.7	0.4	-0.4	-0.7
	-0.8	-0.8	-1.1	-1.1	0.7	-0.4	0.4	-0.7
	-0.5	-0.5	-0.8	-0.8
	-0.35	-0.35	-0.65	-0.65
	 
	D	D	-0.8	-0.4	-1.1	-0.7
	-0.4	-0.7
	-0.7	-0.7	-1	-1	-0.4	-0.4	-0.7	-0.7
	-0.8	-0.8	-1.1	-1.1	0.7	-0.4	0.4	-0.7
	3.8909568267344472	Q	3890.96	F1	-0.8	3890.96	12	1	=	-37353	-52294.459751311	F1	-1.1	3890.96	12	1	=	-51360.6301128947	F1	0.7	3890.96	12	1	=	32684	F1	0.4	3890.96	12	1	=	18676.5927683253
	Q	3890.96
	Q	3890.96
	Q	3890.96	F4	-0.7	3890.96	12	1	=	-32684	-45757.6522823971	F4	-1	3890.96	12	1	=	-46691.4819208134	F4	-0.4	3890.96	12	1	=	-18677	F4	-0.7	3890.96	12	1	=	-32684.0373445694
	Q	3890.96	F5	-0.7	3890.96	12	1	=	-32684	-45757.6522823971	F5	-1	3890.96	12	1	=	-46691.4819208134	F5	-0.4	3890.96	12	1	=	-18677	F5	-0.7	3890.96	12	1	=	-32684.0373445694
	Fg	665.8	F8	-0.8	3890.96	12	1	=	-37353	-52294.459751311	F8	-1.1	3890.96	12	1	=	-51360.6301128947	F8	-0.4	3890.96	12	1	=	-18677	F8	-0.7	3890.96	12	1	=	-32684.0373445694
	Fq	1500
	6
	F4	F5	F4	F5	F4	F5	F4	F5
	-32684.0373445694	-32684	-46691.4819208134	-46691	-18676.5927683253	-18676.5927683253	-32684.0373445694	-32684.0373445694
	CONTRAVENTAMENTO	0.30000000000000004	kn/m	0.3	KN/m
	PP TELHA	28.8	Kgf/m	0.288	KN/m	F1	-37353	-52294	F6	F1	-51361	-51361	F6	F1	32684	-18677	F6	F1	18677	-32684	F6
	PP PERFIL U	0.0778	0.0778	KN/m
	PESO PRÓPRIO
	Qpp	0.6658	0	0	0	0	F2	0	0	F7	0	0
	SC	150	Kgf/m	1.5	KN/m
	0	-37353	0	-51360.6301128947	F3	0	-18676.5927683253	F8	0	-32684.0373445694
	300.00000000000006
	288	COMB 1	COMB 2	COMB 3	COMB 1	COMB 2	COMB 3	COMB 1	COMB 2	COMB 3	COMB 1	COMB 2	COMB 3
	77.8
	665.80000000000007	F1	-31377	KN/m	F1	-52294	KN/m	F1	-43142.9292948316	F1	-71904.8821580526	F1	27454.5913694383	F1	45757.6522823971	F1	15688.3379253933	F1	26147.2298756555
	F4	3032.12	KN/m	F4	-24422	KN/m	F4	-43356	KN/m	F4	3032.12	F4	-36188.7248134832	F4	-62965.9546891387	F4	3032.12	F4	-12656.2179253933	F4	-23745.1098756555	F4	3032.12	F4	-24422.4713694383	F4	-43355.5322823971
	F5	3032.12	KN/m	F5	-24422	KN/m	F5	-43356	KN/m	F5	3032.12	F5	-36188.7248134832	F5	-62965.9546891387	F5	3032.12	F5	-12656.2179253933	F5	-23745.1098756555	F5	3032.12	F5	-24422.4713694383	F5	-43355.5322823971
	F8	-31377	KN/m	F8	-52294	KN/m	F8	-43142.9292948316	F8	-71904.8821580526	F8	-15688.3379253933	F8	-26147.2298756555	F8	-27454.5913694383	F8	-45757.6522823971
Plan3
Plan4
	COEFICIENTE DE PRESSÃO INTERNA CONSIDERA O ITEM
	item 6,2,6
	-2	OU	0
	PG 13