Secciones Rectangulares de Hormigón

H=35

sección rectangular

A = Área de la sección
I = Momento de Inercia
W = Módulo resistente
i = √(I/A) = Radio de giro
u = Superficie lateral por metro lineal

B x H	Dimensiones (cm)		Sección	Peso	Referido eje x-x			Referido eje y-y			u
B x H	B	H	A(cm2)	P(Kg/m)	Ix(cm4)	Wx(cm3)	ix(cm)	Iy(cm4)	Wy(cm3)	iy(cm)	m2/m
10x35	10	35	350	87.5	35,729	2,041.7	10.10	2,917	583.3	2.89	0.90
15x35	15	35	525	131.3	53,594	3,062.5	10.10	9,844	1,312.5	4.33	1.00
20x35	20	35	700	175.0	71,458	4,083.3	10.10	23,333	2,333.3	5.77	1.10
25x35	25	35	875	218.8	89,323	5,104.2	10.10	45,573	3,645.8	7.22	1.20
30x35	30	35	1050	262.5	107,188	6,125.0	10.10	78,750	5,250.0	8.66	1.30
35x35	35	35	1225	306.3	125,052	7,145.8	10.10	125,052	7,145.8	10.10	1.40
40x35	40	35	1400	350.0	142,917	8,166.7	10.10	186,667	9,333.3	11.55	1.50
45x35	45	35	1575	393.8	160,781	9,187.5	10.10	265,781	11,812.5	12.99	1.60
50x35	50	35	1750	437.5	178,646	10,208.3	10.10	364,583	14,583.3	14.43	1.70
55x35	55	35	1925	481.3	196,510	11,229.2	10.10	485,260	17,645.8	15.88	1.80
60x35	60	35	2100	525.0	214,375	12,250.0	10.10	630,000	21,000.0	17.32	1.90
65x35	65	35	2275	568.8	232,240	13,270.8	10.10	800,990	24,645.8	18.76	2.00
70x35	70	35	2450	612.5	250,104	14,291.7	10.10	1,000,417	28,583.3	20.21	2.10
75x35	75	35	2625	656.3	267,969	15,312.5	10.10	1,230,469	32,812.5	21.65	2.20
80x35	80	35	2800	700.0	285,833	16,333.3	10.10	1,493,333	37,333.3	23.09	2.30
85x35	85	35	2975	743.8	303,698	17,354.2	10.10	1,791,198	42,145.8	24.54	2.40
90x35	90	35	3150	787.5	321,563	18,375.0	10.10	2,126,250	47,250.0	25.98	2.50
95x35	95	35	3325	831.3	339,427	19,395.8	10.10	2,500,677	52,645.8	27.42	2.60
100x35	100	35	3500	875.0	357,292	20,416.7	10.10	2,916,667	58,333.3	28.87	2.70
105x35	105	35	3675	918.8	375,156	21,437.5	10.10	3,376,406	64,312.5	30.31	2.80
110x35	110	35	3850	962.5	393,021	22,458.3	10.10	3,882,083	70,583.3	31.75	2.90
115x35	115	35	4025	1,006.3	410,885	23,479.2	10.10	4,435,885	77,145.8	33.20	3.00
120x35	120	35	4200	1,050.0	428,750	24,500.0	10.10	5,040,000	84,000.0	34.64	3.10
125x35	125	35	4375	1,093.8	446,615	25,520.8	10.10	5,696,615	91,145.8	36.08	3.20
130x35	130	35	4550	1,137.5	464,479	26,541.7	10.10	6,407,917	98,583.3	37.53	3.30
135x35	135	35	4725	1,181.3	482,344	27,562.5	10.10	7,176,094	106,312.5	38.97	3.40
140x35	140	35	4900	1,225.0	500,208	28,583.3	10.10	8,003,333	114,333.3	40.41	3.50
145x35	145	35	5075	1,268.8	518,073	29,604.2	10.10	8,891,823	122,645.8	41.86	3.60
150x35	150	35	5250	1,312.5	535,938	30,625.0	10.10	9,843,750	131,250.0	43.30	3.70