7/23/2019 tugas analisa struktur gaya batang

1/3

0.3 0.3 b1 0.85

1.5 4 pmin 0.005833

2109375 15000000 pmaks 0.036286

mnperlu 2636719 18750000 ab 182.1429

b 4.355817 30.9747 amaks 136.6071

b 29.29688 208.3333 mnada 605332.8

b 50 225 m 12.54902Rn 0.585938 0.925926

p+ 0.139649 0.134578

p- 0.019726 0.024797

As 295.8839 1673.772

49.31399 278.962

d 7.922327 18.84257

301.7143 1701.857 cb 214.2857

amaks 136.6071

Mn1

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2/3

d 300 h 300

! 240

c 22.5

"abel "ulan$an p%l%s mm

n%. luas

6 28.285718 50.28571

10 78.57143

12 113.1429

14 154

16 201.1429 1901.429

19 283.6429 2455.357

22 380.2857 1521.143 1.6116

25 491.0714 1964.286 24

28 616 1.376147

32 804.5714 1.611667

7/23/2019 tugas analisa struktur gaya batang

3/3

k%mbinasi beban

d 1.2 1.2

l 10 10

lrs

r

&

e

1'4( 1.68

1'2(+1'6)+0'5*lrsr, 17.44

2.4175 3.94

16 3.93977

0.9174311927 27.07316

1.332005455 1.332033