rec. eccentric section rev1

7/21/2019 Rec. Eccentric Section Rev1

1/11

Section C5B 2755

INPUT DATA

B 60 cm

T 60 cm

Pu 107.4 TonMux 68 T.m

fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 19.563 cm

a 15.6504 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT

Steel Layers As di (cm) t/2-di (cm) fsi (kg/cm2) Fsi (Kg) Msi (Kg.CM)

1 6.78 3.5 26.5 3130.4348 21224.34783 562445.2174

2 2.26 14.1 15.9 1675.5099 3786.652354 60207.77243

3 2.26 24.7 5.3 -1575.525 -3560.687011 -18871.64116

4 2.26 35.3 -5.3 -3130.435 -7074.782609 37496.34783

5 2.26 45.9 -15.9 -3130.435 -7074.782609 112489.0435

6 6.78 56.5 -26.5 -3130.435 -21224.34783 562445.2174

7 30 14.4 15.6 1583.4995 47504.9839 741077.7488

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-60331.65945 3522333.184

FORCE MOMENT

Part bi (cm) ti (cm) yi (cm) Aci (cm2) Fci (Kg) Mci (Kg.CM)

1 60 15.6504 22.1748 939.024 167772.288 3720316.932

2 0 0 0 0 0 0

3 0 0 0 0 0 0

167772.288 3720316.932

# Pn 107.4406 Ton

## Mn 72.4265 Ton.m

check Pn with Pu

SAFE

ECCENTRIC SECTION ( Mux and Pu )

equal T/2 if symmetric

F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


2/11

Section C5B 2754

INPUT DATA

B 60 cm

T 60 cm

Pu 100 TonMux 66.18 T.m

fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 19.15 cm

a 15.32 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 6.78 3.5 26.5 3130.4348 21224.34783 562445.2174

2 2.26 14.1 15.9 1582.2454 3575.874674 56856.40731

3 2.26 24.7 5.3 -1738.903 -3929.921671 -20828.58486

4 2.26 35.3 -5.3 -3130.435 -7074.782609 37496.34783

5 2.26 45.9 -15.9 -3130.435 -7074.782609 112489.0435

6 6.78 56.5 -26.5 -3130.435 -21224.34783 562445.2174

7 30 14.4 15.6 1488.2507 44647.51958 696501.3055

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-63769.13611 3472448.432

FORCE MOMENT


1 60 15.32 22.34 919.2 164230.4 3668907.136

2 0 0 0 0 0 0

3 0 0 0 0 0 0

164230.4 3668907.136

# Pn 100.4613 Ton

## Mn 71.41356 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


3/11

Section C5B 1491

INPUT DATA

B 60 cm

T 60 cm

Pu 22.2 TonMux 26.5 T.m

fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 15.04 cm

a 12.032 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 6.78 3.5 26.5 3130.4348 21224.34783 562445.2174

2 2.26 14.1 15.9 375 847.5 13475.25

3 2.26 24.7 5.3 -3130.435 -7074.782609 -37496.34783

4 2.26 35.3 -5.3 -3130.435 -7074.782609 37496.34783

5 2.26 45.9 -15.9 -3130.435 -7074.782609 112489.0435

6 6.78 56.5 -26.5 -3130.435 -21224.34783 562445.2174

7 30 14.4 15.6 255.31915 7659.574468 119489.3617

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-106630.3168 2835387.568

FORCE MOMENT


1 60 12.032 23.984 721.92 128983.04 3093529.231

2 0 0 0 0 0 0

3 0 0 0 0 0 0

128983.04 3093529.231

# Pn 22.35272 Ton

## Mn 59.28917 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


4/11

Section C5A 2831

INPUT DATA

B 60 cm

T 60 cm


fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 17.668 cm

a 14.1344 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 12.06 3.5 26.5 3130.4348 37753.04348 1000455.652

2 4.02 14.1 15.9 1211.6821 4870.962192 77448.29885

3 4.02 24.7 5.3 -2388.046 -9599.945664 -50879.71202

4 4.02 35.3 -5.3 -3130.435 -12584.34783 66697.04348

5 4.02 45.9 -15.9 -3130.435 -12584.34783 200091.1304

6 12.06 56.5 -26.5 -3130.435 -37753.04348 1000455.652

7 30 14.4 15.6 1109.803 33294.09101 519387.8198

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-90516.63159 4278699.363

FORCE MOMENT


1 60 14.1344 22.9328 848.064 151520.768 3474795.468

2 0 0 0 0 0 0

3 0 0 0 0 0 0

151520.768 3474795.468

# Pn 61.00414 Ton

## Mn 77.53495 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


5/11

Section C5A 2830

INPUT DATA

B 60 cm

T 60 cm


fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 17.758 cm

a 14.2064 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 12.06 3.5 26.5 3130.4348 37753.04348 1000455.652

2 4.02 14.1 15.9 1235.95 4968.518977 78999.45174

3 4.02 24.7 5.3 -2345.534 -9429.048316 -49973.95608

4 4.02 35.3 -5.3 -3130.435 -12584.34783 66697.04348

5 4.02 45.9 -15.9 -3130.435 -12584.34783 200091.1304

6 12.06 56.5 -26.5 -3130.435 -37753.04348 1000455.652

7 30 14.4 15.6 1134.5872 34037.61685 530986.8228

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-89504.65162 4292755.275

FORCE MOMENT


1 60 14.2064 22.8968 852.384 152292.608 3487013.387

2 0 0 0 0 0 0

3 0 0 0 0 0 0

152292.608 3487013.387

# Pn 62.78796 Ton

## Mn 77.79769 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


6/11

Section C5A 2829

INPUT DATA

B 60 cm

T 60 cm


fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 17.723 cm

a 14.1784 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 12.06 3.5 26.5 3130.4348 37753.04348 1000455.652

2 4.02 14.1 15.9 1226.5418 4930.697963 78398.09761

3 4.02 24.7 5.3 -2362.015 -9495.30215 -50325.10139

4 4.02 35.3 -5.3 -3130.435 -12584.34783 66697.04348

5 4.02 45.9 -15.9 -3130.435 -12584.34783 200091.1304

6 12.06 56.5 -26.5 -3130.435 -37753.04348 1000455.652

7 30 14.4 15.6 1124.9788 33749.36523 526490.0976

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-89896.97809 4287306.05

FORCE MOMENT


1 60 14.1784 22.9108 850.704 151992.448 3482268.578

2 0 0 0 0 0 0

3 0 0 0 0 0 0

151992.448 3482268.578

# Pn 62.09547 Ton

## Mn 77.69575 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


7/11

Section C5A 2763

INPUT DATA

B 60 cm

T 60 cm


fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 18.66 cm

a 14.928 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 12.06 3.5 26.5 3130.4348 37753.04348 1000455.652

2 4.02 14.1 15.9 1466.2379 5894.276527 93718.99678

3 4.02 24.7 5.3 -1942.122 -7807.33119 -41378.85531

4 4.02 35.3 -5.3 -3130.435 -12584.34783 66697.04348

5 4.02 45.9 -15.9 -3130.435 -12584.34783 200091.1304

6 12.06 56.5 -26.5 -3130.435 -37753.04348 1000455.652

7 30 14.4 15.6 1369.7749 41093.24759 641054.6624

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-79901.5462 4426137.76

FORCE MOMENT


1 60 14.928 22.536 895.68 160028.16 3606394.614

2 0 0 0 0 0 0

3 0 0 0 0 0 0

160028.16 3606394.614

# Pn 80.12661 Ton

## Mn 80.32532 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


8/11

Section C5A 2048

INPUT DATA

B 60 cm

T 60 cm


fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 15.302 cm

a 12.2416 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 12.06 3.5 26.5 3130.4348 37753.04348 1000455.652

2 4.02 14.1 15.9 471.31094 1894.669978 30125.25265

3 4.02 24.7 5.3 -3130.435 -12584.34783 -66697.04348

4 4.02 35.3 -5.3 -3130.435 -12584.34783 66697.04348

5 4.02 45.9 -15.9 -3130.435 -12584.34783 200091.1304

6 12.06 56.5 -26.5 -3130.435 -37753.04348 1000455.652

7 30 14.4 15.6 353.67926 10610.37773 165521.8926

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-119161.0393 3861693.058

FORCE MOMENT


1 60 12.2416 23.8792 734.496 131229.952 3133666.27

2 0 0 0 0 0 0

3 0 0 0 0 0 0

131229.952 3133666.27

# Pn 12.06891 Ton

## Mn 69.95359 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


9/11

Section C5A 984

INPUT DATA

B 60 cm

T 60 cm

Pu 53.88 TonMux 59.922 T.m

fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 17.315 cm

a 13.852 cm

ASSME Xp 30 cm

STRESS FORCE MOMENT


1 12.06 3.5 26.5 3130.4348 37753.04348 1000455.652

2 4.02 14.1 15.9 1114.063 4478.533064 71208.67571

3 4.02 24.7 5.3 -2559.053 -10287.39243 -54523.1799

4 4.02 35.3 -5.3 -3130.435 -12584.34783 66697.04348

5 4.02 45.9 -15.9 -3130.435 -12584.34783 200091.1304

6 12.06 56.5 -26.5 -3130.435 -37753.04348 1000455.652

7 30 14.4 15.6 1010.1068 30303.20531 472730.0029

8 30 45.6 -15.6 -3130.435 -93913.04348 1465043.478

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-94587.39319 4222158.455

FORCE MOMENT


1 60 13.852 23.074 831.12 148493.44 3426337.635

2 0 0 0 0 0 0

3 0 0 0 0 0 0

148493.44 3426337.635

# Pn 53.90605 Ton

## Mn 76.48496 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL


10/11


11/11

Section C41A

INPUT DATA

B 60 cm

T 50 cm


fcu 400 kg/cm2

fy 3600 kg/cm2 fs 3130.434783

ASSUME C 7.5 cm

a 6 cm

ASSME Xp 25 cm

STRESS FORCE MOMENT


1 12.06 3.5 21.5 3130.4348 37753.04348 811690.4348

2 4.02 12.1 12.9 -3130.435 -12584.34783 -162338.087

3 4.02 20.7 4.3 -3130.435 -12584.34783 -54112.69565

4 4.02 29.3 -4.3 -3130.435 -12584.34783 54112.69565

5 4.02 37.9 -12.9 -3130.435 -12584.34783 162338.087

6 12.06 46.5 -21.5 -3130.435 -37753.04348 811690.4348

7 0 0 0 0 0 0

8 0 0 0 0 0 0

9 0 0 0 0 0 0

10 0 0 0 0 0 0

11 0 0 0 0 0 0

12 0 0 0 0 0 013 0 0 0 0 0 0

14 0 0 0 0 0 0

15 0 0 0 0 0 0

16 0 0 0 0 0 0

17 0 0 0 0 0 0

18 0 0 0 0 0 0

19 0 0 0 0 0 0

20 0 0 0 0 0 0

-50337.3913 1623380.87

FORCE MOMENT


1 60 6 22 360 64320 1415040

2 0 0 0 0 0 0

3 0 0 0 0 0 0

64320 1415040

# Pn 13.98261 Ton

## Mn 30.38421 Ton.m

check Pn with Pu

SAFE



F&M IN STEEL

TOTAL

F&M IN CONCRETE

TOTAL

rec. eccentric section rev1

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