5
rangka kuda-kuda 2 0.08 0.1 5.5 0.0880 2 0.05 0.1 8 0.0800 0.05 0.1 2.31 0.0116 2 0.05 0.1 1.154 0.0115 2 0.05 0.1 2.309 0.0231 2 0.05 0.1 4 0.0400 14 0.05 0.1 4 0.2800 2 0.05 0.1 6.62 0.0662 = 0.6004 x 980 = 1068.663 x 6= 6411.978 851.163 x 2= 1702.326 total = 8114.304 4057.152 trapesium 0.167 1.500 3 4 1.5 720.0 4 464.991 segitiga 1.5 720.0 360.00 ring balok 0.2 0.3 4 2.4 = 0.288 beban terpusat 1.8315 0.588 0.479 = 2.899 x 1.2 3.478 reaksi tumpuan statis 0.5 2.201 4= 4.402

catatan rumus imam.xlsx

Embed Size (px)

Citation preview

Page 1: catatan rumus imam.xlsx

rangka kuda-kuda2 0.08 0.1 5.5 0.08802 0.05 0.1 8 0.0800

0.05 0.1 2.31 0.01162 0.05 0.1 1.154 0.01152 0.05 0.1 2.309 0.02312 0.05 0.1 4 0.0400

14 0.05 0.1 4 0.28002 0.05 0.1 6.62 0.0662

= 0.6004 x 980 =

1068.663 x 6 = 6411.978851.163 x 2 = 1702.326

total = 8114.3044057.152

trapesium 0.167 1.500 3 4 1.5 720.0 4 464.991segitiga 1.5 720.0 360.00ring balok 0.2 0.3 4 2.4 = 0.288

beban terpusat1.8315 0.588 0.479 = 2.899 x 1.2 3.478

reaksi tumpuan statis0.5 2.201 4 = 4.402

Page 2: catatan rumus imam.xlsx

rumus lintangBv = 8.673 P1 = 2.093 L1 = 4Dv = 12.315 P2 = 1.978 L2 = 4Fv = 12.501 P3 = 2.381 L3 = 4Hv = 11.881 P4 = 1.978 L4 = 4Jv = 10.502 P5 = 2.309 L5 = 3Lv = 11 P6 = 2.309 L6 = 4Nv = 12.052 P7 = 1.978 L7 = 4Pv = 5.635 P8 = 1.093

588.3724

B = 6.58 H = 6.532 N = 6.624I = -3.556 I = -3.604 I = -3.512

D = 6.781 J = 4.589 P = 1.030I = -3.355 I = -2.005 I = 1.030

F = 6.765 L = 6.686 R = 1.030I = -3.371 I = -3.450 I = 1.030

Bv = 12.66 P1 = 6.336 L1 = 4Dv = 8.899 P2 = 2.567 L2 = 4Fv = 8.755 P3 = 2.387 L3 = 1.5Hv = 6.84 P4 = 6.156

B = 6.324 F = 2.256I = -3.500 I = -0.684

D = 2.832 H = 0.000I = -4.112

Page 3: catatan rumus imam.xlsx

q1 = 2.534q2 = 2.534q3 = 2.534q4 = 2.534q5 = 2.198q6 = 2.534q7 = 2.534 0.0504 = 1.008

0.0358 = 0.716-0.0057 = -0.114-0.0027 = -0.054-0.0001 = -0.002

0 = 00.0002 = 0.004

T = 1.030 -0.0015 = -0.03I = 1.030 0.0095 = 0.19

-0.0595 = -1.19V = 1.030 -0.1071 = -2.142

q1 = 2.456q2 = 1.736q3 = 1.96

Page 4: catatan rumus imam.xlsx

saluran tersierQ = 150 x 1.3

= 216.67 0.2170.9

KECEPATAN ANGINf (u)

=u + (hari x a)

=1.45 30 1.3

=1.69

24 24

Etc = 1.1 1.74 = 1.914= 1.1 1.58 = 1.738= 1.1 1.69 = 1.859

DR =1.30

1.74 = 0.436340.6 8.64

DR =1.30

1.58 = 0.396220.6 8.64

DR =1.30

1.69 = 0.42380.6 8.64

Q =0.49 4005

1.74 = 3.414661000

Q =0.49 4005

1.58 = 3.100671000

Q =0.49 4005

1.69 = 3.316541000

garis pengaruh batang atasy

=16 28 16

= 1.71428 x 4

s = 8.879 1.627 28 = 31.657A1=A1' = 1.5 x 31.657 = 47.486

x = 21 +3.5 1.714

= 23.5281.714 0.659

s = 1.714 8.879 1.627 23.528 = 48.025

Wr = 0.05 0.2 0.7 0.347 28 150 = 5447.4Wm = 2 28 150 = 8400

Page 5: catatan rumus imam.xlsx

Wbr = 7 28 0.3 150 = 8820

k = 5447.4 0.645 8400 2.29 8820 3.5= 5957.73

9R = 0.5 x 5957.730 = 2978.865

f =2978.865

= 0.03196208.45