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THIS PROGRAM WRITED BY:A.R.JAFARI;TEL:09123030170;ALL RIGHTS RESERVED

DESIGN OF RECTANGLE CONCRETE BEAM (ACCORDING TO ACI-99 COASSUMPTION:THE BEAM IS RECTINGLE SHAPE&WITHOUT COMPRESSION REINFOR

INPUT INFORMTION:

210

4200

29.24 (TOR1!)

"# 1$ %

'# $0 %

# 4 %

*** +,-%

249.! N-

2$.42 T/-

$4.00 T/-

OUTPUT INFORMATION

#'-# 4! %

0.00

0.$

0.01$9

0.0424 GREATER THAN MAIMUM THAT ALLOWABLE NOT

23$4139. +,-% M5 O

0. 0. M6# 1!.27 T/-

C# +,8%2

F# +,8%2

AS# %2

MU#

MU#

MU#

MU 6;

#

7/23/2019 D.ConcreteStruc.N27.xls

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THIS PROGRAM WRITED BY:A.R.JAFARI;TEL:09123030170;ALL RIGHTS RESERVED

DE)

EMENT

GOOD

7/23/2019 D.ConcreteStruc.N27.xls

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THIS PROGRAM WRITED BY:A.R.JAFARI;TEL:09123030170;ALL RIGHTS RESERVED

0.!

7/23/2019 D.ConcreteStruc.N27.xls

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DESIGN OF RECTANGLE CONCRETE BEAMS FOR SHEAR (ACCORDING TOASSUMPTION:THE BEAM IS RECTANGLE SHAPE&SHEAR BARS IS ERTICAL

INPT INFORMTION:

210

4200

0.712$! TOTAL AREA OF SHEAR REINFORCEMENTS# 7.$ % DISTANCE BETWEEN SHEAR REINFPRCEMENTS

"# 0 %

'# 0 %

# 4.$ %

*** +,

0 +, AIAL LOAD

OTPT INFORMATION

#'-# 2$.$ %

$7! +,

(FOR COMPRESSIE AIAL LOAD)

(FOR TENSILE AIAL LOAD)

$7! +,

0 +,

0.09$

0.000 A8S O

0.02$ 8S O

0.219 A8S O

0.110 A8S

S!0% OS82 O

0. 0. 6# .20 T/

C# +,8%2

F# +,8%2

A# %2

U#

NU#

FOR COMPRESSIE LOADS ASSIGN POSITIE)

/#

580.$#

/#

%

0.$(1NU8(140A,)C0.$.".

C#0

C#

S#

/-

C#

A8S

S8(F

=.)

A8S# %28%

S8(F

=.)# %28%

MIN A8S#.$@"8F

=# %28%

MA A8S#2.12

C0.$."8F=# %28%

1.0!%0.$"8F

=# %28%

%#

6#

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CI-99 CO

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DESIGN OF RECTANGLE CONCRETE B (ACCORDING TO ACI-99 CODE)ASSUMPTION:THE BEAM IS RECTANGLE SHAPE&WITH COMPRESSION REINFORCEMENT

INPT INFORMTION:

2$0

4000

2!.9$ (TENSION REINFORCEMENT)4.!2 (COMPRESSION.N REINFORCEMENT)

"# 2$ %

'# $0 %

# ! %

# ! %

E00! +,-%

OTPT INFORMATION

#'-# 44 %

0.$

0.00224000

0.024$

0.0227

0.024$

0.0042

M/#A.F=(-)(A-A).F=-(A-A)F=8(1.7@%.")

4E00! +,-%

E00! +,-% M5 O

C# +,8%2

F# +,8%2

AS# %2

AS# %2

MU#

B1#

"#.00-8(.00

=)#

"#MIN(F

=E

S.

")#

.7$@0.$@B1@%8F

=@!0008(!000F

=).

"8

=#

0.$@B1@.008(.00-

=)@8@

%8

=#

#AS8(".)#

#AS8(".)#

M/#

MUMA

#0.9M/#

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DESIGN OF !!T"" CONCRETE B (ACCORDING TO ACI-99 CODE)ASSUMPTION:THE BEAM IS ((T)) SHAPE

INPT INFORMTION:

200

4000

4 (TENSION REINFORCEMENT)2$ %

70 %

'# 7$ %

# 10 %

# 1$ %

E00! +,-%

OTPT INFORMATION

#'-# !$ %

0.$

1!.1 SECTION ACT AS A ((T)) BEAM

A#0.$%("E-"J).8F=# 2.!9 %2

A.F=(-82)(A-A).F=.-(A-A).F=8(1.7.%."J)# 1E007 +,-%

1E007 M5>? O

0.00

0.029$ /K ,KK

$.!7$ A O

C# +,8%2

F# +,8%2

AS# %2

"W#

"E#

MU>?

#

B1#

AS.F=8(0.$%."E)#

M5#

#AS8("

W.)#

.7$@("

)#0.7$@0.$@"

1.

%8F

=@.008(.00

=)0.7$

#

ASMIN

#148F=@"

J.# %2

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DESIGN OF !!T"" CONCRETE BE (ACCORDING TO ACI-99 CODE)ASSUMPTION:THE BEAM IS ((T)) SHAPE&WITH COMPRESSION REINFORCEMENT

INPT INFORMTION:

2$0

4000

40 %20 %

'# 40 %

# ! %

# ! %

# 10 %

E00! +,-%

OTPT INFORMATION

#'-# 4 %

0.$

CALCLATE MA#IMM MOMENT THAT SECTION WITHOT COMPRESSION REINFORCING BEA

20.4 %

17. %

2!.22 19.!7

># 14.2! %

12121! +,-% M5>? REUIRE TO COMPRESSION REINFORCING

5>?# M5M52 M52# 1E00! +,-%

#.00@(?-)8?# 0.0019

# $ +,8%2

A#M5280.9@.(-)# 12.71 %2 COMPRESSION REINFORCING

A1#M5280.9@=.(-)# 12.24 %2

A#A>?A1# 1.91 %2 TENSILE REINFORCING

C# +,8%2

F# +,8%2

"W

#

"E#

MU>?

#

B1#

@.008(.00=)#

>"#B1.?

"#

A"

.F=#0.$

%.(AREA OF STRESS BLOC)

A"

# %2 A>?#0.7$@A"# %2

MU1

#