DeepBeam.xls

	A	B	C	D	E	F	G	H	I	J	K	L	M	N
1	Daniel
2	Daniel				PROJECT :								PAGE :
3	T. Li				CLIENT :								DESIGN BY :
4	T. Li				JOB NO. :				DATE :				REVIEW BY :
5	Deep Beam Design
6
7	INPUT DATA
8	CONCRETE STRENGTH			fc'	=	3	ksi
9	REBAR YIELD STRESS			fy	=	60	ksi
10	FACTORED SHEAR LOAD			Vu	=	120	k
11	FACTORED MOMENT LOAD			Mu	=	200	ft-k
12	WIDTH			b	=	12	in
13	EFFECTIVE DEPTH			d	=	32	in
14	CLEAR SPAN			Ln	=	12	ft
15
16	VERTICAL REINF.		1	#	3	@	6	in o.c.
17
18	HORIZONTAL REINF.		2	#	4	@	10	in o.c.
19
20	TENSION REINFORCEMENT				3	#	5
21
22
23
24
25	ANALYSIS
26
27	CHECK SECTION
28	2.5	>			=	1.94		[SATISFACTORY]
29
30						[ACI 11-29]
31	CHECK CAPACITY
32
33
34											=	84.63		k
35
36												(ACI Sec. 11.8.7)
37
38
39
40								=	57.73	k
41
42									(ACI Sec. 11.8.8)
43
44
45				121.01		k	>		120.00	k
46
47			(ACI Sec. 11.1.1)			[SATISFACTORY]
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66						LICENSE NUMBER: ?????
67
68						www.Engineering-International.com
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100