perhitungan koodinat join rangka atap baja ringan - input sap2000 (l=8m, 10m, 12m)(joint coordinate...
DESCRIPTION
Apabila tanpa menggunakan software aplikasi tertentu maka perhitungan koordinat join rangka atap baja ringan untuk input data SAP2000 harus dihitung dengan cermat guna memperoleh bentuk konstruksi yang lurus.TRANSCRIPT
![Page 1: Perhitungan Koodinat Join Rangka Atap Baja Ringan - Input SAP2000 (L=8m, 10m, 12m)(Joint coordinate calculation of lightweight steel roof truss - SAP2000 input)](https://reader036.vdocuments.us/reader036/viewer/2022071921/55cf9c91550346d033aa428d/html5/thumbnails/1.jpg)
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
![Page 2: Perhitungan Koodinat Join Rangka Atap Baja Ringan - Input SAP2000 (L=8m, 10m, 12m)(Joint coordinate calculation of lightweight steel roof truss - SAP2000 input)](https://reader036.vdocuments.us/reader036/viewer/2022071921/55cf9c91550346d033aa428d/html5/thumbnails/2.jpg)
Tangen Degrees Radians Cosine R Δx X1.223983 0.2511 14.10 0.2461 0.9699 1.547 0.3767 0.3767
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
Koordinat Pusat : (0, 0)-0.693
0.00 1.299 2.598 3.897
5.00 1.20
0.377 1.098 1.5980.18125 0.90625
Koordinat Gridlines SAP2000 Perhitungan Koordinat Joint Tambahan
No. Grid X No. Grid Z No. Grid X No. Grid ZK 0.000 -0.693 0.377 1.387J 0.725 -0.081 1.098 1.387I 1.299 0.000 1.598 1.387
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
![Page 3: Perhitungan Koodinat Join Rangka Atap Baja Ringan - Input SAP2000 (L=8m, 10m, 12m)(Joint coordinate calculation of lightweight steel roof truss - SAP2000 input)](https://reader036.vdocuments.us/reader036/viewer/2022071921/55cf9c91550346d033aa428d/html5/thumbnails/3.jpg)
Tangen Degrees Radians Cosine R Δx X1.223983 0.2511 14.10 0.2461 0.9699 1.237 0.3014 0.3014
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
Koordinat Pusat : (0, 0)-0.693
0.00 1.039 2.078 3.118
4.00 1.20
0.301 0.878 1.278
Koordinat Gridlines SAP2000 Perhitungan Koordinat Joint Tambahan
No. Grid X No. Grid Z No. Grid X No. Grid ZK 0.000 -0.693 0.301 1.109J 0.580 -0.081 0.878 1.109I 1.039 0.000 1.278 1.109
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