Beams Design as ULSD_Egyptian Code.xlsx

	A	B	C	D	E	F	G	H	I	J	K
1	Beams of Rect. Sec. Design of single Reinf. as ULSD:
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3				Fcu =	25	[N/mm2]	Fy =	360	[N/mm2]
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5	Model			B1	B2	B3	B4	B5	B6	ka1	ka2
6	Depth [mm]			600	600	600	600	600	600	600	600
7	Width [mm]			120	120	150	150	120	120	120	120
8	C.C. [mm]			25	25	25	25	25	25	25	25
9	μmax			0.0126	0.0126	0.0126	0.0126	0.0126	0.0126	0.0126	0.0126
10	Bottom steel	straight	N	2	2	3	2	2	2	2	2
11		straight		12	10	16	10	16	10	10	10
12		Bent	N	0	2	2	2	2	2	2	2
13		Bent		12	12	12	12	12	12	0	10
14	Angle of Bent (α) [º]			45	45	45	45	45	60	60	60
15	μBottom steel			0.0031	0.0053	0.0092	0.0043	0.0087	0.0053	0.0022	0.0044
16	Check safety for Bot.			Safe	Safe	Safe	Safe	Safe	Safe	Safe	Safe
17	Top steel		N	2	2	4	4	2	3	2	3
18	Top steel			12	16	16	16	16	16	16	16
19	μTop steel			0.0031	0.0087	0.0114	0.0114	0.0087	0.0115	0.0056	0.0106
20	Check safety for Bot.			Safe	Safe	Safe	Safe	Safe	Safe	Safe	Safe
21	Stirrup steel		N	6	6	6	6	6	6	6	6
22	Stirrup steel		Ø	8	8	8	8	8	8	8	8
23	Branches No.			2	2	2	2	2	2	2	2
24	Fy Stirrup [N/mm2]			240	240	240	240	240	240	240	240
25	Max. +Ve. Moment [KN.m]			34.51	56.72	111.86	57.78	85.53	56.72	24.53	47.28
26	Max. -Ve. Moment [KN.m]			34.51	85.53	133.10	133.10	85.53	106.98	57.96	99.93
27	Max. Shear [KN]			79.99	136.06	154.43	156.11	134.59	134.15	80.28	117.69
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