COLUMN_CALC (www.theengineeringcommunity.org).xlsm

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	Rectangular Column Calculations							Issue:		Design			Page
2	Equally Spaced Reinf. on Perimeter							Date:					1 of 1
3	Project:		Tite					Revised by:					Date
4	Project:		Tite					Checked by:					Date
5
6	Service Loads						Ultimate Loads
7		Dead	Live	Wind	E		Load Case			2	3	4
8	Pu (kN)	300	300	10	0		Pu (kN)		283	930	710,3	697,5
9	Mu (kN.m)	50	0	20	20		Mu (kN.m)		71	70	78	80,55
10						Case 1:	0.9D+1.3W		Case 3:	0.75(1.4D+1.7L+1.7W)
11	Reinforcement		Concrete			Case 2:	1.4D+1.7L		Case4:	0.75(1.4D+1.7L+1.87E)
12	kk	413,7	fc' (MPa)	20,7	Spiral Column
13	Es (MPa)	200000	ecu	0,003	Tied Column	Tied Column
14					Do not consider displaced Conc.	Consider displaced Conc.
15	Reinforcement Details				Consider displaced Conc.
16	Location		No.	#
17	Edge 1		11	16		Column Dimensions
18	Edge 2		11	16		b (mm)		200
19	Side 1 & Side 2					h (mm)		600
20
21	Cover (mm)		40
22	r = As/(b*h)		0,00000
23
24	Detailed Calculations
25
26	c	Mn	Pn	f	f Mn	f Pn
27	-	0,0	6042,178711	0,75	0	4531,634033		SAFE SECTION
28	828	119,1	6042,178711	0,75	89,32827187	4531,634033
29	801	126,6	6042,178711	0,75	94,96432686	4531,634033
30	774	134,7	6042,178711	0,75	100,9936066	4531,634033
31	747	143,3	6042,178711	0,75	107,4587288	4531,634033
32	720	152,5	6042,178711	0,75	114,4087486	4531,634033
33	693	190,9	6042,178711	0,75	143,1796074	4531,634033
34	666	257,7	6042,178711	0,75	193,3108521	4531,634033
35	639	320,9	5874,007324	0,75	240,6513748	4405,505493
36	612	380,4	5621,531738	0,75	285,2916641	4216,148804
37	585	436,5	5364,386719	0,75	327,3390198	4023,290039
38	557	491,1	5092,061523	0,75	368,3420563	3819,046143
39	530	540,7	4823,163086	0,75	405,531601	3617,372314
40	503	587,5	4547,073242	0,75	440,6053162	3410,304932
41	476	631,7	4262,565918	0,75	473,7943268	3196,924438
42	449	673,8	3968,125	0,75	505,3857422	2976,09375
43	422	714,3	3661,841797	0,75	535,7400055	2746,381348
44	395	753,8	3341,289307	0,75	565,315979	2505,96698
45	368	792,9	3003,326172	0,75	594,7072906	2252,494629
46	341	832,9	2643,816895	0,75	624,6955719	1982,862671
47	314	852,2	2348,05	0,75	639,1608124	1761,039551
48	287	843,2	2146,15	0,75	632,4109497	1609,61261
49	260	829,6	1944,25	0,75	622,1858368	1458,18576
50	233	811,3	1742,34	0,75	608,4854736	1306,758636
51	206	788,4	1540,44	0,75	591,309906	1155,331787
52	179	760,9	1338,54	0,75	570,6590424	1003,904755
53	152	726,9	1129,62	0,75	545,2062836	847,2133484
54	125	667,3	837,20	0,75	500,4974213	627,8994598
55	98	590,5	494,90	0,78	460,87251	386,2521123
56	70	477,1	25,5	0,89	426,4781018	22,82716898
57	43	282,3	-747,7	0,90	254,0492456	-672,9545476
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