STRUCTURE **BETONSKI PRAG B-70** TYPE PLANE FRAME NUMB OF JOIN 42 NUMB OF MEMB 41 NUMB OF SUPP 20 NUMB OF LOAD 1 CONST E 31500. ALL CONST G 12600. ALL TABULATE ALL JOIN COOR 1 0. 100. 2 8.50 100. 3 23.50 100. 4 36.50 100. 5 47.00 100. 6 55.00 100. 7 63.00 100. 8 73.50 100. 9 86.50 100. 10 103.00 100. 11 121.50 100. 12 138.50 100. 13 157.0 100. 14 173.5 100. 15 186.5 100. 16 197.0 100. 17 205.0 100. 18 213. 100. 19 223.5 100. 20 236.5 100. 21 251.5 100. 22 260. 100. 23 8.5 0. SUPP 24 23.50 0. SUPP 25 36.50 0. SUPP 26 47.00 0. SUPP 27 55.00 0. SUPP 28 63.00 0. SUPP 29 73.50 0. SUPP 30 86.50 0. SUPP 31 103.00 0. SUPP 32 121.50 0. SUPP 33 138.50 0. SUPP 34 157.00 0. SUPP 35 173.50 0. SUPP 36 186.50 0. SUPP 37 197.00 0. SUPP 38 205.00 0. SUPP 39 213.00 0. SUPP 40 223.50 0. SUPP 41 236.50 0. SUPP 42 251.50 0. SUPP JOIN RELE 23 MOME Z 24 MOME Z 25 MOME Z 26 MOME Z 27 MOME Z 28 MOME Z 29 MOME Z 30 MOME Z 31 MOME Z 32 MOME Z 33 MOME Z 34 MOME Z 35 MOME Z 36 MOME Z 37 MOME Z 38 MOME Z 39 MOME Z 40 MOME Z 41 MOME Z 42 MOME Z MEMB INCI 1 1 2 UNTIL 21 STEP 1 1 1 22 23 2 23 24 3 24 25 4 25 26 5 26 27 6 27 28 7 28 29 8 29 30 9 30 31 10 31 32 11 32 33 12 33 34 13 34 35 14 35 36 15 36 37 16 37 38 17 38 39 18 39 40 19 40 41 20 41 42 21 MEMB PROP PRIS 1 THRU 2 AX 483. IZ 17202.2 3 AX 475.54 IZ 16799.9 4 AX 457.6 IZ 16091.07 5 AX 444.05 IZ 15594.26 6 AX 434.7 IZ 15228.74 7 AX 404.64 IZ 12597.60 8 AX 364.00 IZ 9912.48 9 AX 346.50 IZ 9266.62 10 AX 328.125 IZ 8314.77 11 AX 323.000 IZ 7369.50 20 THRU 21 AX 483. IZ 17202.2 18 AX 457.6 IZ 16091.07 17 AX 444.05 IZ 15594.26 16 AX 434.7 IZ 15228.74 15 AX 404.64 IZ 12597.60 14 AX 364.00 IZ 9912.48 13 AX 346.50 IZ 9266.62 12 AX 328.125 IZ 8314.77 19 AX 475.54 IZ 16799.9 22 AX 1.295 IZ 0.1 23 AX 0.991 IZ 0.1 24 AX 1.950 IZ 0.1 25 AX 1.137 IZ 0.1 26 AX 1.087 IZ 0.1 27 AX 1.057 IZ 0.1 28 AX 1.686 IZ 0.1 29 AX 0.793 IZ 0.1 30 AX 1.143 IZ 0.1 31 AX 0.463 IZ 0.1 32 AX 0.463 IZ 0.1 33 AX 1.143 IZ 0.1 34 AX 0.793 IZ 0.1 35 AX 1.686 IZ 0.1 36 AX 1.057 IZ 0.1 37 AX 1.087 IZ 0.1 38 AX 1.137 IZ 0.1 39 AX 1.950 IZ 0.1 40 AX 0.991 IZ 0.1 41 AX 1.295 IZ 0.1 OPTERECENJE **VERTIKALNO** MEMB LOAD 5 FORCE Y UNIFORM -4.1119 6 FORCE Y UNIFORM -4.1119 4 FORCE Y UNIFORM -4.1119 7 FORCE Y UNIFORM -4.1119 16 FORCE Y UNIFORM -4.1119 17 FORCE Y UNIFORM -4.1119 15 FORCE Y UNIFORM -4.1119 18 FORCE Y UNIFORM -4.1119 TRACE SOLVE PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED STRUCTURE **BETONSKI PRAG B-70** =================================================================== OPTERECENJE **VERTIKALNO** =================================================================== MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 .000 .000 .000 1 2 .000 .000 .000 2 2 .000 16.013 .008 2 3 .000 -16.013 240.184 3 3 .000 28.638 -240.177 3 4 .000 -28.638 612.469 4 4 .000 54.060 -612.462 4 5 .000 -10.885 953.422 5 5 .000 25.929 -953.417 5 6 .000 6.967 1029.265 6 6 .000 7.529 -1029.262 6 7 .000 25.366 957.913 7 7 .000 -11.205 -957.912 7 8 .000 54.380 613.588 8 8 .000 -31.767 -613.588 8 9 .000 31.767 200.612 9 9 .000 -21.182 -200.614 9 10 .000 21.182 -148.891 10 10 .000 -6.073 148.889 10 11 .000 6.073 -261.241 11 11 .000 .000 261.240 11 12 .000 .000 -261.240 12 12 .000 6.073 261.241 12 13 .000 -6.073 -148.889 13 13 .000 21.182 148.891 13 14 .000 -21.182 200.614 14 14 .000 31.767 -200.612 14 15 .000 -31.767 613.588 15 15 .000 54.380 -613.588 15 16 .000 -11.205 957.912 16 16 .000 25.366 -957.913 16 17 .000 7.529 1029.262 17 17 .000 6.967 -1029.265 17 18 .000 25.929 953.417 18 18 .000 -10.885 -953.422 18 19 .000 54.060 612.462 19 19 .000 -28.638 -612.469 19 20 .000 28.638 240.177 20 20 .000 -16.013 -240.184 20 21 .000 16.013 -.008 21 21 .000 .000 .000 21 22 .000 .000 .000 22 23 16.013 .000 .000 22 2 -16.013 .000 -.008 23 24 12.625 .000 .000 23 3 -12.625 .000 -.007 24 25 25.422 .000 .000 24 4 -25.422 .000 -.006 25 26 15.044 .000 .000 25 5 -15.044 .000 -.005 26 27 14.496 .000 .000 26 6 -14.496 .000 -.003 27 28 14.161 .000 .000 27 7 -14.161 .000 -.002 28 29 22.613 .000 .000 28 8 -22.613 .000 .001 29 30 10.585 .000 .000 29 9 -10.585 .000 .002 30 31 15.109 .000 .000 30 10 -15.109 .000 .002 31 32 6.073 .000 .000 31 11 -6.073 .000 .001 32 33 6.073 .000 .000 32 12 -6.073 .000 -.001 33 34 15.109 .000 .000 33 13 -15.109 .000 -.002 34 35 10.585 .000 .000 34 14 -10.585 .000 -.002 35 36 22.613 .000 .000 35 15 -22.613 .000 -.001 36 37 14.161 .000 .000 36 16 -14.161 .000 .002 37 38 14.496 .000 .000 37 17 -14.496 .000 .003 38 39 15.044 .000 .000 38 18 -15.044 .000 .005 39 40 25.422 .000 .000 39 19 -25.422 .000 .006 40 41 12.625 .000 .000 40 20 -12.625 .000 .007 41 42 16.013 .000 .000 41 21 -16.013 .000 .008 APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 1 .000 .000 .000 2 .000 .000 .000 3 .000 .000 .000 4 .000 .000 .000 5 .000 .000 .000 6 .000 .000 .000 7 .000 .000 .000 8 .000 .000 .000 9 .000 .000 .000 10 .000 .000 .000 11 .000 .000 .000 12 .000 .000 .000 13 .000 .000 .000 14 .000 .000 .000 15 .000 .000 .000 16 .000 .000 .000 17 .000 .000 .000 18 .000 .000 .000 19 .000 .000 .000 20 .000 .000 .000 21 .000 .000 .000 22 .000 .000 .000 REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE Y MOMENT Z 23 .000 16.013 .000 24 .000 12.625 .000 25 .000 25.422 .000 26 .000 15.044 .000 27 .000 14.496 .000 28 .000 14.161 .000 29 .000 22.613 .000 30 .000 10.585 .000 31 .000 15.109 .000 32 .000 6.073 .000 33 .000 6.073 .000 34 .000 15.109 .000 35 .000 10.585 .000 36 .000 22.613 .000 37 .000 14.161 .000 38 .000 14.496 .000 39 .000 15.044 .000 40 .000 25.422 .000 41 .000 12.625 .000 42 .000 16.013 .000 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 1 .0000 -.0386 -.0001 2 .0000 -.0393 -.0001 3 .0000 -.0404 -.0001 4 .0000 -.0414 -.0001 5 .0000 -.0420 .0000 6 .0000 -.0423 .0000 7 .0000 -.0425 .0000 8 .0000 -.0426 .0000 9 .0000 -.0424 .0000 10 .0000 -.0420 .0000 11 .0000 -.0416 .0000 12 .0000 -.0416 .0000 13 .0000 -.0420 .0000 14 .0000 -.0424 .0000 15 .0000 -.0426 .0000 16 .0000 -.0425 .0000 17 .0000 -.0423 .0000 18 .0000 -.0420 .0000 19 .0000 -.0414 .0001 20 .0000 -.0404 .0001 21 .0000 -.0393 .0001 22 .0000 -.0386 .0001 SUPPORT JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 23 .0000 .0000 .0000 24 .0000 .0000 .0000 25 .0000 .0000 .0000 26 .0000 .0000 .0000 27 .0000 .0000 .0000 28 .0000 .0000 .0000 29 .0000 .0000 .0000 30 .0000 .0000 .0000 31 .0000 .0000 .0000 32 .0000 .0000 .0000 33 .0000 .0000 .0000 34 .0000 .0000 .0000 35 .0000 .0000 .0000 36 .0000 .0000 .0000 37 .0000 .0000 .0000 38 .0000 .0000 .0000 39 .0000 .0000 .0000 40 .0000 .0000 .0000 41 .0000 .0000 .0000 42 .0000 .0000 .0000