# NAFEMS Challenge 5; SI: m, kg, s, N, Pa; frame element 113
# bending; elements per member: 16; no rotary rho*I mass term
analysis
modal
nodes
17
0,0,0
0.0625,0,0
0.125,0,0
0.1875,0,0
0.25,0,0
0.3125,0,0
0.375,0,0
0.4375,0,0
0.5,0,0
0.5625,0,0
0.625,0,0
0.6875,0,0
0.75,0,0
0.8125,0,0
0.875,0,0
0.9375,0,0
1,0,0
elems_113
16
113,1,2,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,2,3,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,3,4,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,4,5,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,5,6,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,6,7,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,7,8,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,8,9,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,9,10,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,10,11,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,11,12,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,12,13,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,13,14,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,14,15,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,15,16,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
113,16,17,0.00031415926535897931,210000000000,7800,7.8539816339744827e-09
releases
2
1,1,Mz
16,2,Mz
bcfix
2
4,1,0,0,0
4,17,0,0,0