M = M1 + M2 + M3Dimana : Mu1 = Momen dari Beban Tie Beam sendiri b (m) = 0.3 DL BS 360 kgmMu2 = Momen akiba! Di"".Se!!#emen!$(m) = 0.% Lan!ai 2&&0 kgmMu3 = Momen dari ga'a gem(a LL &00 kgmMu) = Momen akiba! *(#i"!Mu% = Momen akiba! bera! sendiriInput Data :B = 300 mm "+, = 32 M(a- = %00 mm "'= )00 M(a.o/er = %0 mmL = 2&2% mm0 = 26%&.121% 2gmm2 Tu#angan 'ang di(akai:3= 3.130+004 mm5) Len!ur: D6 16 666678s = 200.46 mm52d= )%0 mm 9eser: D6 13 666678s = 132.66% mm52Me: = 11%000000 kg.mmLi$a! di S8;0 #angsung 00