BEAMS FROM ENGESSAM modified.xls

	B	C	D	E	F	G	H	I	J	K	L	M
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3					Design Rect. Sec. Subjected TO pure Bending Moment
4					Design Rect. Sec. Subjected TO pure Bending Moment
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7											Inputs
8											Inputs
9						kg.cm		3.00E+06	=	Mu
10						kg.cm		3.00E+06	=	Mu
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12						Kg/cm2		250		Fcu
13						Kg/cm2		250		Fcu
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15						Kg/cm2		3600	=	Fy
16						Kg/cm2		3600	=	Fy
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18						Cm		30	=	b
19						Cm		30	=	b
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21	Cm	65	=	d	get	Cm		70	=	t
22	Cm	65	=	d	get	Cm		70	=	t
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24								0.44	=	Cmax./d
25								0.44	=	Cmax./d
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27	From Table (4-1) Design Aids							0.194	=	Rmax.
28	From Table (4-1) Design Aids							0.194	=	Rmax.
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30								0.0125	=	µmax.
31								0.0125	=	µmax.
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33										Design
34										Design
35							Check of single or double R.F.T sec.
36							Check of single or double R.F.T sec.
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38										Calculate Mu max.
39										Calculate Mu max.
40				Kg.cm		4098250			=	Mumax.
41				Kg.cm		4098250			=	Mumax.
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45					Design As Single R.F.T. Sec.				You must design as
46					Design As Single R.F.T. Sec.				You must design as
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50		Click To Design As Double R.F.T Sec.						Click To Design As Single R.F.T Sec.
51		Click To Design As Double R.F.T Sec.						Click To Design As Single R.F.T Sec.
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54								Click to get final design as single R.F.T				OR
55								Click to get final design as single R.F.T				OR
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58								Click to get design in table				OR
59								Click to get design in table				OR
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