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No.<br />
Simpul<br />
Tabel 10. Pembebanan Rangka Atap Akibat Beban Angin Tekan (At)<br />
Panjang<br />
Rangka<br />
1/2<br />
Panjang<br />
Rangka<br />
Panjang<br />
Bentang<br />
Akibat<br />
Beban<br />
Angin<br />
Jarak<br />
Antar<br />
Struktur<br />
Atap<br />
Beban<br />
Angin<br />
Beban<br />
Angin<br />
Tekan<br />
(At)<br />
84<br />
At cosα At sinα<br />
(m) (m) (m) (m) (kg/m 2 ) (kg) (kg) (kg)<br />
a b c D e f g = d . e . f h = g.cos7,82 i = g.sin7,82<br />
1 0.7932 6.00 127.5 606.798 601.1550 82.5618<br />
1.5864 0.7932<br />
2 1.5864 1213.596 1202.3101 165.1236<br />
1.5864 0.7932<br />
3 1.5864 1213.596 1202.3101 165.1236<br />
1.5864 0.7932<br />
4 1.8148 1388.322 1375.4112 188.8970<br />
1.0216 0.5108<br />
5 0 0.0000 0.0000<br />
1.0216 0.5108<br />
6 1.79425 1372.60125 1359.8366 186.7580<br />
1.5453 0.77265<br />
7 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
8 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
9 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
10 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
11 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
12 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
13 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
14 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
15 1.5453 1182.1545 1171.1609 160.8456<br />
1.5453 0.77265<br />
16 1.79975 1376.80875 1364.0050 187.3305<br />
1.0271 0.51355<br />
17 0 0.0000 0.0000<br />
1.0271 0.51355<br />
18 1.79975 1376.80875 1364.0050 187.3305<br />
1.5453 0.77265