Define Material

1
2
3

4

5

6

7

Mass per Unit Volume

BJ
2400

Weight per Unit Volume

2400 kg/m³

Reinforcing Yield Stress
U 39
U40

Fy ( Kg/cm² )
3900
4.00E+03

Fy ( Kg/m²)
3.9E+07
4.00E+07

Fc' ( Kg/ cm²)

Fc' ( Kg/ m²)

186.75
207.5
249
290.5
332
373.5
415

1867500
2075000
2490000
2905000
3320000
3735000
4150000

Fys (Kg/cm²)

Fys (Kg/m²)

2400

2.40E+07

Fc' ( Kg/ cm²)

Fc' ( Kg/ m²)

Fc' ( Kn/ m²)

186.75
207.5
249
269.75
290.5
332
373.5
415

1867500
2075000
2490000
2697500
2905000
3320000
3735000
4150000

18675
20750
24900
26975
29050
33200
37350
41500
0

√ F'c ( Mpa)

E = 4700 √ F'c ( Mpa )

E = 4700 √ F'c ( Kg/ cm² )

E = 4700 √ F'c ( Kg/ m² )

MUTU

E = 4700 √ F'c ( Kn/ m² )

4.321
4.555
4.990
5.390
5.762
6.111
6.442

20310.85301
21409.51891
23452.95291
25332.0844
27081.13735
28723.88379
30277.63201

203108.5301
214095.1891
234529.5291
253320.844
270811.3735
287238.8379
302776.3201

2031085301
2140951891
2345295291
2533208440
2708113735
2872388379
3027763201

225
250
300
350
400
450
500

20310853.01
21409518.91
23452952.91
25332084.4
27081137.35
28723883.79
30277632.01

Concrete strength ( Cylinder)
Kuat Tekan K
225
250
300
350
400
450
500

Shear Yield Stress
U 24

ConcreteShear strength ( Cylinder)
Kuat Tekan K
225
250
300
325
350
400
450
500

Modulus Elastisitas Baja ( E)
Kuat Tekan dalam Mpa
18.675
20.75
24.9
29.05
33.2
37.35
41.5

8

Poisson Ratio for concrete ( u )

9

Coeff of Thermal Expansion

0,2 - 0,4

9,9 E-6

G
9.81

BJ/G
244.648318

1824
912
LIVE
SDL
B-20/40

LIVE
SDL
B-20/40

LIVE
SDL
B-20/40

ETABS
SELISIH
MAJOR V3
1200
800
2000
192
2192

6

13152

2234

42

1200
0
1200
192
1392

6

8352

1030

-362

6

1152

230.4

38.4

1200
0
192
192