1. perencanaan plat
1. perencanaan plat
1. perencanaan plat
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E. PERENCANAAN STRUKTUR SEKUNDER<br />
<strong>1.</strong> PERENCANAAN PLAT<br />
MOMEN MAKSIMUM dan HASIL PENULANGAN<br />
type<br />
<strong>plat</strong><br />
L<br />
Momen<br />
menurut<br />
pre Komposit post Komposit Saat Pengangkatan<br />
M = 1/8*Qu*L 2<br />
M = 0,001*Qu*L 2 *X Mx=0,0107*w*a 2 *b<br />
m kg.m kg.m My=0,0107*w*a*b 2<br />
arah sb.<br />
Momen<br />
Maksimum<br />
A 4.00 Mtx 0.00 -745.57 -115.05 -745.57 Ø12 - 300<br />
Mlx 1,01<strong>1.</strong>20 745.57 115.05 1,01<strong>1.</strong>20 Ø12 - 300<br />
4.00 Mty 0.00 -745.57 -115.05 -745.57 Ø12 - 300<br />
Mly 1,01<strong>1.</strong>20 745.57 115.05 1,01<strong>1.</strong>20 Ø12 - 300<br />
B <strong>1.</strong>00 Mtx 0.00 -8<strong>1.</strong>55 -14.38 -8<strong>1.</strong>55 Ø12 - 300<br />
Mlx 63.20 8<strong>1.</strong>55 14.38 8<strong>1.</strong>55 Ø12 - 300<br />
8.00 Mty 0.00 -3,147.98 -115.05 -3,147.98 Ø16 - 100<br />
Mly 4,044.80 1,076.94 115.05 4,044.80 Ø16 - 100<br />
C <strong>1.</strong>20 Mtx 0.00 -117.43 -20.71 -117.43 Ø12 - 300<br />
Mlx 9<strong>1.</strong>01 117.43 20.71 117.43 Ø12 - 300<br />
8.00 Mty 0.00 -3,147.98 -138.06 -3,147.98 Ø16 - 100<br />
Mly 4,044.80 1,076.94 138.06 4,044.80 Ø16 - 100<br />
D 4.96 Mtx 0.00 -1,944.85 -263.01 -1,944.85 Ø12 - 200<br />
Mlx 1,556.70 1,944.85 263.01 1,944.85 Ø12 - 200<br />
5.94 Mty 0.00 -1,598.49 -314.78 -1,598.49 Ø12 - 200<br />
Mly 2,229.92 1,598.49 314.78 2,229.92 Ø12 - 100<br />
E <strong>1.</strong>83 Mtx 0.00 -27<strong>1.</strong>60 -35.56 -27<strong>1.</strong>60 Ø12 - 300<br />
Mlx 210.50 27<strong>1.</strong>60 35.56 27<strong>1.</strong>60 Ø12 - 300<br />
5.94 Mty 0.00 -1,735.50 -115.75 -1,735.50 Ø12 - 200<br />
Mly 2,229.92 593.72 115.75 2,229.92 Ø12 - 100<br />
F 4.00 Mtx 0.00 -33<strong>1.</strong>32 -115.05 -33<strong>1.</strong>32 Ø12 - 300<br />
Mlx 1,01<strong>1.</strong>20 33<strong>1.</strong>32 115.05 1,01<strong>1.</strong>20 Ø12 - 300<br />
4.00 Mty 0.00 -33<strong>1.</strong>32 -115.05 -33<strong>1.</strong>32 Ø12 - 300<br />
Mly 1,01<strong>1.</strong>20 33<strong>1.</strong>32 115.05 1,01<strong>1.</strong>20 Ø12 - 300<br />
kg.m<br />
tulangan<br />
pasang
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