Gaya Batang Akibat Beban Bergerak Pada Panjang Bentang L = 48 m dan Jumlah Medan n = 8

b. Gaya Batang Akibat Beban Bergerak Pada Panjang Bentang L = 48 m dan Jumlah Medan n = 8

S = {q gr + q tr F} + p y φ Koefisien kejut φ = 1 + 50 20 L + L = 48 m φSa = φSb = 1,2041 L = 39,689 m φSd 1 = 1,2230 L = 33,127 m φSd 2 = 1,2406 L = 32,186 m φSv 2 = 1,2434 L = 27,008 m φSd 3 = 1,2597 L = 21,974 m φSv 3 = 1,2779 L = 12,00 m φSv 2 = φSv 4 = 1,3226 Sa 1 = {2,295 + 0,3}28,5768 + {14,7271,19071,2041} = - 95,2712 T Sa 2 = {2,295 + 0,3}27,4488 + {14,7271,14371,2041} = - 91,5106 T Sa 3 = {2,295 + 0,3}29,8608 + {14,7271,24421,2041} = - 99,5519 T Sa 4 = {2,295 + 0,3}30,3624 + {14,7271,26511,2041} = - 101,2241 T Sb 1 = {2,295 + 0,3}19,3848 + {14,7270,80771,2041} = + 64,6263 T Sb 2 = {2,295 + 0,3}19,3848 + {14,7270,80771,2041} = + 64,6263 T Sb 3 = {2,295 + 0,3}24,480 + {14,7271,0201,2041} = + 81,6130 T Sb 4 = {2,295 + 0,3}29,4528 + {14,7271,22721,2041} = + 98,1917 T Sd 1 = {2,295 + 0,3}11,9861 + {14,7270,60401,2230} = - 41,9826 T Sd 2 = {2,295 + 0,3}8,6428 + {14,7270,52181,2046} = - 31,6848 T Sd 3 = {2,295 + 0,3}6,9384 + {14,7270,51381,2597} = - 27,5370 T Sv 1 = {2,295 + 0,3}6,00 + {14,7271,001,3226} = + 35,0479 T Universitas Sumatera Utara Sv 2 = {2,295 + 0,3}5,1311 + {14,7270,318841,2434} = - 19,1537 T Sv 3 = {2,295 + 0,3}6,3670 + {14,7270,57951,2779} = + 27,44283 T Sv 4 = {2,295 + 0,3}6,00 + {14,7271,001,3226} = + 35,0479 T Tabel 4.9 Gaya Batang Akibat Beban Bergerak Pada Panjang Bentang L = 48 m dan Jumlah Medan n = 6 Nama Batang Gaya Batang Ton a 1 a 2 a 3 b 1 b 2 b 3 d 1 d 2 v 1 v 2 v 3 - 105,729 - 101,328 - 101,504 + 82,068 + 82,068 + 97,536 - 33,288 - 28,248 + 39,949 + 32,440 + 39,949 Universitas Sumatera Utara Tabel 4.10 Gaya Batang Akibat Beban Bergerak Pada Panjang Bentang L = 48 m dan Jumlah Medan n = 10 Nama Batang Gaya Batang Ton a 1 a 2 a 3 a 4 a 5 b 1 b 2 b 3 b 4 b 5 d 1 d 2 d 3 d 4 v 1 v 2 v 3 v 4 v 5 - 90,769 - 81,541 - 93,911 - 99,656 - 101,144 + 53,176 + 53,176 + 78,653 + 92,175 + 98,976 - 47,583 - 36,416 - 30,619 - 26,814 + 32,125 - 27,914 - 21,876 + 25,885 + 32,125 Universitas Sumatera Utara

c. Gaya Batang Akibat Beban Angin Pada Panjang Bentang L = 48 m dan Jumlah Medan n = 8