Download - Perhitungan Koodinat Join Rangka Atap Baja Ringan - Input SAP2000 (L=8m, 10m, 12m)(Joint coordinate calculation of lightweight steel roof truss - SAP2000 input)

Tangen Degrees Radians Cosine R Δx X1.223983 0.2511 14.10 0.2461 0.9699 1.856 0.4521 0.4521

3.464 1.8 0.2686 15.04 0.2625 0.9658 0.932 0.2418 1.31710.3983 21.71 0.3790 0.9290 0.969 0.3584 1.9173

2.564 1.8 6.9282

Degrees 301.664 1.8 cos A 0.86603

sin A 0.500001.182 tan A 0.57735

0.7640.346

0.173

0.0006.140 7.200

0.87 2.58 4.29 5.70 6.00 -0.081

Koordinat Pusat : (0, 0)-0.693

0.00 1.559 3.118 4.677

6.00 1.20

0.452 1.317 1.9170.2175 1.0875

Koordinat Gridlines SAP2000 Perhitungan Koordinat Joint Tambahan

No. Grid X No. Grid Z No. Grid X No. Grid ZK 0.000 -0.693 0.452 1.664J 0.870 -0.081 1.317 1.664I 1.559 0.000 1.917 1.664

H 2.580 0.173G 3.118 0.764 = koordinat fix

F 4.290 1.664E 4.677 2.564 = koordinat fix

D 5.700 3.464C 6.000B 6.140A 7.200

30o

Z1

Z2

Z3

Z4

Z5

Z6

Z7

Z8


2.887 1.5 0.2686 15.04 0.2625 0.9658 0.777 0.2015 1.09760.3983 21.71 0.3790 0.9290 0.807 0.2987 1.5977

2.137 1.5 5.7735

Degrees 301.387 1.5 cos A 0.86603

sin A 0.500000.985 tan A 0.57735

0.6370.289

0.144

0.0005.140 6.200

0.73 2.15 3.58 4.75 5.00 -0.081


0.00 1.299 2.598 3.897

5.00 1.20

0.377 1.098 1.5980.18125 0.90625



H 2.150 0.144G 2.598 0.637 = koordinat fix

F 3.575 1.387E 3.897 2.137 = koordinat fix

D 4.750 2.887C 5.000B 5.140A 6.200

30o

Z1

Z2

Z3

Z4

Z5

Z6

Z7

Z8


2.309 1.2 0.2686 15.04 0.2625 0.9658 0.621 0.1612 0.87800.3983 21.71 0.3790 0.9290 0.646 0.2390 1.2782

1.709 1.2 4.6188

Degrees 301.109 1.2 cos A 0.86603

sin A 0.500000.788 tan A 0.57735

0.5090.231

0.115

0.0004.140 5.200

0.58 1.72 2.86 3.80 4.00 -0.081


0.00 1.039 2.078 3.118

4.00 1.20

0.301 0.878 1.278



H 1.720 0.115G 2.078 0.509 = koordinat fix

F 2.860 1.109E 3.118 1.709 = koordinat fix

D 3.800 2.309C 4.000B 4.140A 5.200

30o

Z1

Z2

Z3

Z4

Z5

Z6

Z7

Z8