perhitungan frame menggunakan microsoft excel

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Hernawan Makmur Hidayat 10/305387/TK/37493 30 kN 10 kN 5 6 4 5 4 10 kN/m 30 kN 6 2 3 1 3 1 2 4m 4m kolom A kolom = 0.24 0.4 m Ix = 0.0032 Iy = 0.0072 0.6 m E = 25000000 balok elemen 6 0.6 m A balok = 0.24 Ix = 0.0072 0.4 m Iy = 0.0032 E = 25000000 balok elemen 2 A balok = 0.3 Ix = 0.0140625 0.75 m Iy = 0.004 E = 25000000 0.4 m

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Hernawan Makmur Hidayat10/305387/TK/3749330kN 10 kN56 45410 kN/m30kN6 2 31 31 24 m 4 mkolom kolom !0"4 m #$ !#y !0"6 m % !&alok elemen 60"6 m&alok !#$ !0"4 m #y !% !&alok elemen 2 &alok !#$ !0"75 m #y !% !0"4 m2m3m4m0"24m2 12%# 21600000"0032m4 6%# 10800000"0072m4 4%# 72000025000000kN/m2 2%# 360000% 60000000"24m2 12%# 9600000"0072m4 6%# 4800000"0032m4 4%# 32000025000000kN/m2 2%# 160000% 60000000"3m2 12%# 12000000"0140625m4 6%# 6000000"004m4 4%# 40000025000000kN/m2 2%# 200000% 7500000" MT'#K( K%KK)N %*%M%NK+*+M %lemen 1, ! 90-o. , ! 0.in , ! 1i ! 1/ ! 6k lokal 1500000 00 337500 6750001500000 00 0337500 67500T 0 101 00 00 00 00 0T Tran.1o.e 0 011 00 00 00 00 0k2 1 11 33750 01 0 15000001 067500 06 033750 06 0 015000006 067500 0K+*+M %*%M%N 4, ! 90-o. , ! 0.in , ! 1i ! 3/ ! 4k lokal 3000000 00 2700000 27000003000000 00 02700000 270000T 0 101 00 00 00 00 0T Tran.1o.e 0 011 00 00 00 00 0k2 3 33 270000 03 0 30000003 0270000 04 0270000 04 0 030000004 0270000 03" 3%3N N+4* %K#5*%NK+*+M %*%M%N 16ada elemen ini tidak ada &e&an &atan2 yan2 &eker/a718 71 021 0m1 076 026 0m6 0918 91 0:1 0M1 096 0:6 0M6 0K+*+M %*%M%N 56ada elemen ini tidak ada &e&an &atan2 yan2 &eker/a748 76 026 0m6 075 025 0m5 0948 96 0:6 0M6 095 0:5 0M5 0;" +5%'** (T#99N%(( MT'#