*********** MASTAN2 v5.2.2 (July 31, 2024) *********** Time: 15:56:56 Date: 13-Sep-2025 Problem Title: not provided ************** ============================= Input for Structural Analysis ============================= General Information Categories: (i) Number of Nodes = 51 (ii) Number of Elements = 73 (iii) Number of Sections = 3 (iv) Number of Materials = 3 (v) Number of Supports = 2 (vi) Applied Loads (i) Node Information Coordinates Node X Y Z 1 0.0000e+00 0.0000e+00 0.0000e+00 2 0.0000e+00 8.0000e+00 0.0000e+00 3 0.0000e+00 2.4000e+01 0.0000e+00 4 0.0000e+00 4.0000e+01 0.0000e+00 5 0.0000e+00 5.6000e+01 0.0000e+00 6 0.0000e+00 7.2000e+01 0.0000e+00 7 0.0000e+00 8.8000e+01 0.0000e+00 8 0.0000e+00 1.0400e+02 0.0000e+00 9 0.0000e+00 1.2000e+02 0.0000e+00 10 0.0000e+00 1.3600e+02 0.0000e+00 11 0.0000e+00 1.5200e+02 0.0000e+00 12 0.0000e+00 1.6800e+02 0.0000e+00 13 0.0000e+00 1.8400e+02 0.0000e+00 14 0.0000e+00 2.0000e+02 0.0000e+00 15 0.0000e+00 2.1600e+02 0.0000e+00 16 0.0000e+00 2.3200e+02 0.0000e+00 17 0.0000e+00 2.4800e+02 0.0000e+00 18 0.0000e+00 2.6400e+02 0.0000e+00 19 0.0000e+00 2.8000e+02 0.0000e+00 20 0.0000e+00 2.9600e+02 0.0000e+00 21 0.0000e+00 3.1200e+02 0.0000e+00 22 0.0000e+00 3.2800e+02 0.0000e+00 23 0.0000e+00 3.4400e+02 0.0000e+00 24 0.0000e+00 3.6000e+02 0.0000e+00 25 0.0000e+00 3.6800e+02 0.0000e+00 26 6.0000e+00 0.0000e+00 0.0000e+00 27 6.0000e+00 8.0000e+00 0.0000e+00 28 6.0000e+00 2.4000e+01 0.0000e+00 29 6.0000e+00 4.0000e+01 0.0000e+00 30 6.0000e+00 5.6000e+01 0.0000e+00 31 6.0000e+00 7.2000e+01 0.0000e+00 32 6.0000e+00 8.8000e+01 0.0000e+00 33 6.0000e+00 1.0400e+02 0.0000e+00 34 6.0000e+00 1.2000e+02 0.0000e+00 35 6.0000e+00 1.3600e+02 0.0000e+00 36 6.0000e+00 1.5200e+02 0.0000e+00 37 6.0000e+00 1.6800e+02 0.0000e+00 38 6.0000e+00 1.8400e+02 0.0000e+00 39 6.0000e+00 2.0000e+02 0.0000e+00 40 6.0000e+00 2.1600e+02 0.0000e+00 41 6.0000e+00 2.3200e+02 0.0000e+00 42 6.0000e+00 2.4800e+02 0.0000e+00 43 6.0000e+00 2.6400e+02 0.0000e+00 44 6.0000e+00 2.8000e+02 0.0000e+00 45 6.0000e+00 2.9600e+02 0.0000e+00 46 6.0000e+00 3.1200e+02 0.0000e+00 47 6.0000e+00 3.2800e+02 0.0000e+00 48 6.0000e+00 3.4400e+02 0.0000e+00 49 6.0000e+00 3.6000e+02 0.0000e+00 50 6.0000e+00 3.6800e+02 0.0000e+00 51 3.0000e+00 0.0000e+00 0.0000e+00 Fixities Node X Y Z X Rot Y Rot Z Rot 1 FREE FREE FREE FREE FREE FREE 2 FREE FREE FREE FREE FREE FREE 3 FREE FREE FREE FREE FREE FREE 4 FREE FREE FREE FREE FREE FREE 5 FREE FREE FREE FREE FREE FREE 6 FREE FREE FREE FREE FREE FREE 7 FREE FREE FREE FREE FREE FREE 8 FREE FREE FREE FREE FREE FREE 9 FREE FREE FREE FREE FREE FREE 10 FREE FREE FREE FREE FREE FREE 11 FREE FREE FREE FREE FREE FREE 12 FREE FREE FREE FREE FREE FREE 13 FREE FREE FREE FREE FREE FREE 14 FREE FREE FREE FREE FREE FREE 15 FREE FREE FREE FREE FREE FREE 16 FREE FREE FREE FREE FREE FREE 17 FREE FREE FREE FREE FREE FREE 18 FREE FREE FREE FREE FREE FREE 19 FREE FREE FREE FREE FREE FREE 20 FREE FREE FREE FREE FREE FREE 21 FREE FREE FREE FREE FREE FREE 22 FREE FREE FREE FREE FREE FREE 23 FREE FREE FREE FREE FREE FREE 24 FREE FREE FREE FREE FREE FREE 25 FREE FREE FREE FREE FREE FREE 26 FREE FREE FREE FREE FREE FREE 27 FREE FREE FREE FREE FREE FREE 28 FREE FREE FREE FREE FREE FREE 29 FREE FREE FREE FREE FREE FREE 30 FREE FREE FREE FREE FREE FREE 31 FREE FREE FREE FREE FREE FREE 32 FREE FREE FREE FREE FREE FREE 33 FREE FREE FREE FREE FREE FREE 34 FREE FREE FREE FREE FREE FREE 35 FREE FREE FREE FREE FREE FREE 36 FREE FREE FREE FREE FREE FREE 37 FREE FREE FREE FREE FREE FREE 38 FREE FREE FREE FREE FREE FREE 39 FREE FREE FREE FREE FREE FREE 40 FREE FREE FREE FREE FREE FREE 41 FREE FREE FREE FREE FREE FREE 42 FREE FREE FREE FREE FREE FREE 43 FREE FREE FREE FREE FREE FREE 44 FREE FREE FREE FREE FREE FREE 45 FREE FREE FREE FREE FREE FREE 46 FREE FREE FREE FREE FREE FREE 47 FREE FREE FREE FREE FREE FREE 48 FREE FREE FREE FREE FREE FREE 49 FREE FREE FREE FREE FREE FREE 50 FIXED FREE FIXED FIXED FIXED FREE 51 FIXED FIXED FIXED FREE FREE FREE (ii) Element Information Connectivity & Attributes Element Node i Node j Length Beta (deg) Section Material 1 1 2 8.0000e+00 0.0000e+00 1 1 2 2 3 1.6000e+01 0.0000e+00 1 1 3 3 4 1.6000e+01 0.0000e+00 1 1 4 4 5 1.6000e+01 0.0000e+00 1 1 5 5 6 1.6000e+01 0.0000e+00 1 1 6 6 7 1.6000e+01 0.0000e+00 1 1 7 7 8 1.6000e+01 0.0000e+00 1 1 8 8 9 1.6000e+01 0.0000e+00 1 1 9 9 10 1.6000e+01 0.0000e+00 1 1 10 10 11 1.6000e+01 0.0000e+00 1 1 11 11 12 1.6000e+01 0.0000e+00 1 1 12 12 13 1.6000e+01 0.0000e+00 1 1 13 13 14 1.6000e+01 0.0000e+00 1 1 14 14 15 1.6000e+01 0.0000e+00 1 1 15 15 16 1.6000e+01 0.0000e+00 1 1 16 16 17 1.6000e+01 0.0000e+00 1 1 17 17 18 1.6000e+01 0.0000e+00 1 1 18 18 19 1.6000e+01 0.0000e+00 1 1 19 19 20 1.6000e+01 0.0000e+00 1 1 20 20 21 1.6000e+01 0.0000e+00 1 1 21 21 22 1.6000e+01 0.0000e+00 1 1 22 22 23 1.6000e+01 0.0000e+00 1 1 23 23 24 1.6000e+01 0.0000e+00 1 1 24 24 25 8.0000e+00 0.0000e+00 1 1 25 26 27 8.0000e+00 0.0000e+00 1 1 26 27 28 1.6000e+01 0.0000e+00 1 1 27 28 29 1.6000e+01 0.0000e+00 1 1 28 29 30 1.6000e+01 0.0000e+00 1 1 29 30 31 1.6000e+01 0.0000e+00 1 1 30 31 32 1.6000e+01 0.0000e+00 1 1 31 32 33 1.6000e+01 0.0000e+00 1 1 32 33 34 1.6000e+01 0.0000e+00 1 1 33 34 35 1.6000e+01 0.0000e+00 1 1 34 35 36 1.6000e+01 0.0000e+00 1 1 35 36 37 1.6000e+01 0.0000e+00 1 1 36 37 38 1.6000e+01 0.0000e+00 1 1 37 38 39 1.6000e+01 0.0000e+00 1 1 38 39 40 1.6000e+01 0.0000e+00 1 1 39 40 41 1.6000e+01 0.0000e+00 1 1 40 41 42 1.6000e+01 0.0000e+00 1 1 41 42 43 1.6000e+01 0.0000e+00 1 1 42 43 44 1.6000e+01 0.0000e+00 1 1 43 44 45 1.6000e+01 0.0000e+00 1 1 44 45 46 1.6000e+01 0.0000e+00 1 1 45 46 47 1.6000e+01 0.0000e+00 1 1 46 47 48 1.6000e+01 0.0000e+00 1 1 47 48 49 1.6000e+01 0.0000e+00 1 1 48 49 50 8.0000e+00 0.0000e+00 1 1 49 2 27 6.0000e+00 0.0000e+00 2 2 50 3 28 6.0000e+00 0.0000e+00 2 2 51 4 29 6.0000e+00 0.0000e+00 2 2 52 5 30 6.0000e+00 0.0000e+00 2 2 53 6 31 6.0000e+00 0.0000e+00 2 2 54 7 32 6.0000e+00 0.0000e+00 2 2 55 8 33 6.0000e+00 0.0000e+00 2 2 56 9 34 6.0000e+00 0.0000e+00 2 2 57 10 35 6.0000e+00 0.0000e+00 2 2 58 11 36 6.0000e+00 0.0000e+00 2 2 59 12 37 6.0000e+00 0.0000e+00 2 2 60 13 38 6.0000e+00 0.0000e+00 2 2 61 14 39 6.0000e+00 0.0000e+00 2 2 62 15 40 6.0000e+00 0.0000e+00 2 2 63 16 41 6.0000e+00 0.0000e+00 2 2 64 17 42 6.0000e+00 0.0000e+00 2 2 65 18 43 6.0000e+00 0.0000e+00 2 2 66 19 44 6.0000e+00 0.0000e+00 2 2 67 20 45 6.0000e+00 0.0000e+00 2 2 68 21 46 6.0000e+00 0.0000e+00 2 2 69 22 47 6.0000e+00 0.0000e+00 2 2 70 23 48 6.0000e+00 0.0000e+00 2 2 71 24 49 6.0000e+00 0.0000e+00 2 2 72 1 51 3.0000e+00 0.0000e+00 3 3 73 51 26 3.0000e+00 0.0000e+00 3 3 Connections Flexural Stiffness Torsion Node i Node j Warping Restraint Element kz ky kz ky Node i Node j 1 Rigid Rigid Rigid Rigid Free Free 2 Rigid Rigid Rigid Rigid Free Free 3 Rigid Rigid Rigid Rigid Free Free 4 Rigid Rigid Rigid Rigid Free Free 5 Rigid Rigid Rigid Rigid Free Free 6 Rigid Rigid Rigid Rigid Free Free 7 Rigid Rigid Rigid Rigid Free Free 8 Rigid Rigid Rigid Rigid Free Free 9 Rigid Rigid Rigid Rigid Free Free 10 Rigid Rigid Rigid Rigid Free Free 11 Rigid Rigid Rigid Rigid Free Free 12 Rigid Rigid Rigid Rigid Free Free 13 Rigid Rigid Rigid Rigid Free Free 14 Rigid Rigid Rigid Rigid Free Free 15 Rigid Rigid Rigid Rigid Free Free 16 Rigid Rigid Rigid Rigid Free Free 17 Rigid Rigid Rigid Rigid Free Free 18 Rigid Rigid Rigid Rigid Free Free 19 Rigid Rigid Rigid Rigid Free Free 20 Rigid Rigid Rigid Rigid Free Free 21 Rigid Rigid Rigid Rigid Free Free 22 Rigid Rigid Rigid Rigid Free Free 23 Rigid Rigid Rigid Rigid Free Free 24 Rigid Rigid Rigid Rigid Free Free 25 Rigid Rigid Rigid Rigid Free Free 26 Rigid Rigid Rigid Rigid Free Free 27 Rigid Rigid Rigid Rigid Free Free 28 Rigid Rigid Rigid Rigid Free Free 29 Rigid Rigid Rigid Rigid Free Free 30 Rigid Rigid Rigid Rigid Free Free 31 Rigid Rigid Rigid Rigid Free Free 32 Rigid Rigid Rigid Rigid Free Free 33 Rigid Rigid Rigid Rigid Free Free 34 Rigid Rigid Rigid Rigid Free Free 35 Rigid Rigid Rigid Rigid Free Free 36 Rigid Rigid Rigid Rigid Free Free 37 Rigid Rigid Rigid Rigid Free Free 38 Rigid Rigid Rigid Rigid Free Free 39 Rigid Rigid Rigid Rigid Free Free 40 Rigid Rigid Rigid Rigid Free Free 41 Rigid Rigid Rigid Rigid Free Free 42 Rigid Rigid Rigid Rigid Free Free 43 Rigid Rigid Rigid Rigid Free Free 44 Rigid Rigid Rigid Rigid Free Free 45 Rigid Rigid Rigid Rigid Free Free 46 Rigid Rigid Rigid Rigid Free Free 47 Rigid Rigid Rigid Rigid Free Free 48 Rigid Rigid Rigid Rigid Free Free 49 Rigid Rigid Rigid Rigid Free Free 50 Rigid Rigid Rigid Rigid Free Free 51 Rigid Rigid Rigid Rigid Free Free 52 Rigid Rigid Rigid Rigid Free Free 53 Rigid Rigid Rigid Rigid Free Free 54 Rigid Rigid Rigid Rigid Free Free 55 Rigid Rigid Rigid Rigid Free Free 56 Rigid Rigid Rigid Rigid Free Free 57 Rigid Rigid Rigid Rigid Free Free 58 Rigid Rigid Rigid Rigid Free Free 59 Rigid Rigid Rigid Rigid Free Free 60 Rigid Rigid Rigid Rigid Free Free 61 Rigid Rigid Rigid Rigid Free Free 62 Rigid Rigid Rigid Rigid Free Free 63 Rigid Rigid Rigid Rigid Free Free 64 Rigid Rigid Rigid Rigid Free Free 65 Rigid Rigid Rigid Rigid Free Free 66 Rigid Rigid Rigid Rigid Free Free 67 Rigid Rigid Rigid Rigid Free Free 68 Rigid Rigid Rigid Rigid Free Free 69 Rigid Rigid Rigid Rigid Free Free 70 Rigid Rigid Rigid Rigid Free Free 71 Rigid Rigid Rigid Rigid Free Free 72 Pinned Pinned Rigid Rigid Free Free 73 Rigid Rigid Pinned Pinned Free Free Connections (cont.) Flexural Capacity Node i Node j Element Mpz Mpy Mpz Mpy (iii) Section Information Part 1: Properties Number Area Izz Iyy J Cw 1 4.8000e+01 3.6000e+01 0.0000e+00 0.0000e+00 0.0000e+00 2 1.0000e+00 1.3780e-01 0.0000e+00 0.0000e+00 0.0000e+00 3 1.0000e-01 9.9999e+04 0.0000e+00 0.0000e+00 0.0000e+00 Part 2: Properties (cont.) Number Ysc Zsc Betay Betaz Betaw 1 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 2 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 3 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 Part 3: Properties (cont.) Number Zzz Zyy Ayy Azz Phi 1 Inf Inf Inf Inf 0.0000e+00 2 Inf Inf Inf Inf 0.0000e+00 3 Inf Inf Inf Inf 0.0000e+00 Part 4: Properties (cont.) Number Name 1 Concrete 2 Connectors 3 Base Part 5: Yield Surface Maximum Values Number P/Py Mz/Mpz Mz/Mpy 1 1.0000e+00 1.0000e+00 1.0000e+00 2 1.0000e+00 1.0000e+00 1.0000e+00 3 1.0000e+00 1.0000e+00 1.0000e+00 (iv) Material Information Number E v Fy Wt Name 1 2.7890e+03 3.0000e-01 Inf 0.0000e+00 Concrete 2 4.3500e+03 3.0000e-01 Inf 0.0000e+00 Connectors 3 9.9999e+04 3.0000e-01 Inf 0.0000e+00 Base (v) Support Information Prescribed Displacements Node X Y Z 50 0.0000e+00 FREE 0.0000e+00 51 0.0000e+00 0.0000e+00 0.0000e+00 Prescribed Rotations Node X Rot Y Rot Z Rot 50 0.0000e+00 0.0000e+00 FREE (vi) Applied Load Information Nodal Forces Node Px Py Pz 24 0.0000e+00 4.2500e+00 0.0000e+00 49 0.0000e+00 -7.6500e+00 0.0000e+00 Nodal Moments Node Mx My Mz *** No concentrated Moments Exist *** Uniform Loads (Note: Refers to local coordinates) Element Wx Wy Wz 1 -5.0000e-03 4.4440e-03 0.0000e+00 2 -5.0000e-03 4.4440e-03 0.0000e+00 3 -5.0000e-03 4.4440e-03 0.0000e+00 4 -5.0000e-03 4.4440e-03 0.0000e+00 5 -5.0000e-03 4.4440e-03 0.0000e+00 6 -5.0000e-03 4.4440e-03 0.0000e+00 7 -5.0000e-03 4.4440e-03 0.0000e+00 8 -5.0000e-03 4.4440e-03 0.0000e+00 9 -5.0000e-03 4.4440e-03 0.0000e+00 10 -5.0000e-03 4.4440e-03 0.0000e+00 11 -5.0000e-03 4.4440e-03 0.0000e+00 12 -5.0000e-03 4.4440e-03 0.0000e+00 13 -5.0000e-03 4.4440e-03 0.0000e+00 14 -5.0000e-03 4.4440e-03 0.0000e+00 15 -5.0000e-03 4.4440e-03 0.0000e+00 16 -5.0000e-03 4.4440e-03 0.0000e+00 17 -5.0000e-03 4.4440e-03 0.0000e+00 18 -5.0000e-03 4.4440e-03 0.0000e+00 19 -5.0000e-03 4.4440e-03 0.0000e+00 20 -5.0000e-03 4.4440e-03 0.0000e+00 21 -5.0000e-03 4.4440e-03 0.0000e+00 22 -5.0000e-03 4.4440e-03 0.0000e+00 23 -5.0000e-03 4.4440e-03 0.0000e+00 24 -5.0000e-03 4.4440e-03 0.0000e+00 25 -5.0000e-03 0.0000e+00 0.0000e+00 26 -5.0000e-03 0.0000e+00 0.0000e+00 27 -5.0000e-03 0.0000e+00 0.0000e+00 28 -5.0000e-03 0.0000e+00 0.0000e+00 29 -5.0000e-03 0.0000e+00 0.0000e+00 30 -5.0000e-03 0.0000e+00 0.0000e+00 31 -5.0000e-03 0.0000e+00 0.0000e+00 32 -5.0000e-03 0.0000e+00 0.0000e+00 33 -5.0000e-03 0.0000e+00 0.0000e+00 34 -5.0000e-03 0.0000e+00 0.0000e+00 35 -5.0000e-03 0.0000e+00 0.0000e+00 36 -5.0000e-03 0.0000e+00 0.0000e+00 37 -5.0000e-03 0.0000e+00 0.0000e+00 38 -5.0000e-03 0.0000e+00 0.0000e+00 39 -5.0000e-03 0.0000e+00 0.0000e+00 40 -5.0000e-03 0.0000e+00 0.0000e+00 41 -5.0000e-03 0.0000e+00 0.0000e+00 42 -5.0000e-03 0.0000e+00 0.0000e+00 43 -5.0000e-03 0.0000e+00 0.0000e+00 44 -5.0000e-03 0.0000e+00 0.0000e+00 45 -5.0000e-03 0.0000e+00 0.0000e+00 46 -5.0000e-03 0.0000e+00 0.0000e+00 47 -5.0000e-03 0.0000e+00 0.0000e+00 48 -5.0000e-03 0.0000e+00 0.0000e+00 Temperature Effects (Note: Refers to local coordinates) Element dT(centroid) Tgradient(y') Tgradient(z') Thermal Coef *** No Temperature Effects Defined *** ==================================== End of Input for Structural Analysis ==================================== ############################## Results of Structural Analysis ############################## General Information: Structure Analyzed as: Planar Frame Analysis Type: Second-Order Elastic Analytical Results: (i) Displacements at Step # 10, Applied Load Ratio = 1.0000 Deflections Node X-disp Y-disp Z-disp 1 -1.2827e-04 -8.3443e-03 0.0000e+00 2 -9.6927e-02 -9.1396e-03 0.0000e+00 3 -2.8773e-01 -1.0470e-02 0.0000e+00 4 -4.7096e-01 -1.1488e-02 0.0000e+00 5 -6.4286e-01 -1.2168e-02 0.0000e+00 6 -8.0041e-01 -1.2502e-02 0.0000e+00 7 -9.4120e-01 -1.2498e-02 0.0000e+00 8 -1.0634e+00 -1.2178e-02 0.0000e+00 9 -1.1654e+00 -1.1573e-02 0.0000e+00 10 -1.2461e+00 -1.0724e-02 0.0000e+00 11 -1.3046e+00 -9.6759e-03 0.0000e+00 12 -1.3403e+00 -8.4810e-03 0.0000e+00 13 -1.3529e+00 -7.1926e-03 0.0000e+00 14 -1.3422e+00 -5.8662e-03 0.0000e+00 15 -1.3082e+00 -4.5569e-03 0.0000e+00 16 -1.2512e+00 -3.3191e-03 0.0000e+00 17 -1.1718e+00 -2.2037e-03 0.0000e+00 18 -1.0707e+00 -1.2575e-03 0.0000e+00 19 -9.4905e-01 -5.2072e-04 0.0000e+00 20 -8.0825e-01 -2.5043e-05 0.0000e+00 21 -6.5019e-01 2.0890e-04 0.0000e+00 22 -4.7726e-01 1.7466e-04 0.0000e+00 23 -2.9241e-01 -1.1845e-04 0.0000e+00 24 -1.0053e-01 -6.2662e-04 0.0000e+00 25 -5.0401e-03 -1.1973e-03 0.0000e+00 26 -1.4609e-04 8.3435e-03 0.0000e+00 27 -9.6891e-02 7.5488e-03 0.0000e+00 28 -2.8767e-01 5.7791e-03 0.0000e+00 29 -4.7092e-01 3.8930e-03 0.0000e+00 30 -6.4282e-01 1.9392e-03 0.0000e+00 31 -8.0036e-01 -4.6254e-05 0.0000e+00 32 -9.4117e-01 -2.0384e-03 0.0000e+00 33 -1.0633e+00 -4.0218e-03 0.0000e+00 34 -1.1653e+00 -5.9887e-03 0.0000e+00 35 -1.2460e+00 -7.9380e-03 0.0000e+00 36 -1.3046e+00 -9.8736e-03 0.0000e+00 37 -1.3403e+00 -1.1803e-02 0.0000e+00 38 -1.3529e+00 -1.3737e-02 0.0000e+00 39 -1.3422e+00 -1.5688e-02 0.0000e+00 40 -1.3082e+00 -1.7667e-02 0.0000e+00 41 -1.2512e+00 -1.9686e-02 0.0000e+00 42 -1.1718e+00 -2.1754e-02 0.0000e+00 43 -1.0707e+00 -2.3878e-02 0.0000e+00 44 -9.4907e-01 -2.6060e-02 0.0000e+00 45 -8.0828e-01 -2.8296e-02 0.0000e+00 46 -6.5021e-01 -3.0573e-02 0.0000e+00 47 -4.7728e-01 -3.2870e-02 0.0000e+00 48 -2.9275e-01 -3.5151e-02 0.0000e+00 49 -9.9699e-02 -3.7382e-02 0.0000e+00 50 0.0000e+00 -3.8004e-02 0.0000e+00 51 0.0000e+00 0.0000e+00 0.0000e+00 Rotations (radians) Node X-rot Y-rot Z-rot 1 0.0000e+00 0.0000e+00 1.2153e-02 2 0.0000e+00 0.0000e+00 1.1996e-02 3 0.0000e+00 0.0000e+00 1.1661e-02 4 0.0000e+00 0.0000e+00 1.1065e-02 5 0.0000e+00 0.0000e+00 1.0260e-02 6 0.0000e+00 0.0000e+00 9.2877e-03 7 0.0000e+00 0.0000e+00 8.1832e-03 8 0.0000e+00 0.0000e+00 6.9738e-03 9 0.0000e+00 0.0000e+00 5.6822e-03 10 0.0000e+00 0.0000e+00 4.3278e-03 11 0.0000e+00 0.0000e+00 2.9274e-03 12 0.0000e+00 0.0000e+00 1.4963e-03 13 0.0000e+00 0.0000e+00 4.8697e-05 14 0.0000e+00 0.0000e+00 -1.4019e-03 15 0.0000e+00 0.0000e+00 -2.8417e-03 16 0.0000e+00 0.0000e+00 -4.2564e-03 17 0.0000e+00 0.0000e+00 -5.6309e-03 18 0.0000e+00 0.0000e+00 -6.9477e-03 19 0.0000e+00 0.0000e+00 -8.1869e-03 20 0.0000e+00 0.0000e+00 -9.3244e-03 21 0.0000e+00 0.0000e+00 -1.0329e-02 22 0.0000e+00 0.0000e+00 -1.1168e-02 23 0.0000e+00 0.0000e+00 -1.1811e-02 24 0.0000e+00 0.0000e+00 -1.1939e-02 25 0.0000e+00 0.0000e+00 -1.1935e-02 26 0.0000e+00 0.0000e+00 1.2145e-02 27 0.0000e+00 0.0000e+00 1.1990e-02 28 0.0000e+00 0.0000e+00 1.1662e-02 29 0.0000e+00 0.0000e+00 1.1066e-02 30 0.0000e+00 0.0000e+00 1.0261e-02 31 0.0000e+00 0.0000e+00 9.2890e-03 32 0.0000e+00 0.0000e+00 8.1845e-03 33 0.0000e+00 0.0000e+00 6.9750e-03 34 0.0000e+00 0.0000e+00 5.6833e-03 35 0.0000e+00 0.0000e+00 4.3288e-03 36 0.0000e+00 0.0000e+00 2.9282e-03 37 0.0000e+00 0.0000e+00 1.4969e-03 38 0.0000e+00 0.0000e+00 4.8998e-05 39 0.0000e+00 0.0000e+00 -1.4018e-03 40 0.0000e+00 0.0000e+00 -2.8419e-03 41 0.0000e+00 0.0000e+00 -4.2569e-03 42 0.0000e+00 0.0000e+00 -5.6316e-03 43 0.0000e+00 0.0000e+00 -6.9486e-03 44 0.0000e+00 0.0000e+00 -8.1879e-03 45 0.0000e+00 0.0000e+00 -9.3254e-03 46 0.0000e+00 0.0000e+00 -1.0332e-02 47 0.0000e+00 0.0000e+00 -1.1167e-02 48 0.0000e+00 0.0000e+00 -1.1761e-02 49 0.0000e+00 0.0000e+00 -1.2307e-02 50 0.0000e+00 0.0000e+00 -1.2540e-02 51 0.0000e+00 0.0000e+00 2.7813e-03 (ii) Element Results at Step # 10, Applied Load Ratio = 1.0000 Internal End Forces (Note: Refers to local coordinates) Element Node Fx Fy Fz 1 1 3.5342e+00 -5.0413e-01 0.0000e+00 1 2 -3.4944e+00 4.6833e-01 0.0000e+00 2 2 1.6539e+00 -4.9089e-01 0.0000e+00 2 3 -1.5743e+00 4.1929e-01 0.0000e+00 3 3 -2.1455e-01 -4.5609e-01 0.0000e+00 3 4 2.9413e-01 3.8451e-01 0.0000e+00 4 4 -1.9927e+00 -4.1712e-01 0.0000e+00 4 5 2.0723e+00 3.4558e-01 0.0000e+00 5 5 -3.6522e+00 -3.7775e-01 0.0000e+00 5 6 3.7319e+00 3.0625e-01 0.0000e+00 6 6 -5.1726e+00 -3.3812e-01 0.0000e+00 6 7 5.2523e+00 2.6665e-01 0.0000e+00 7 7 -6.5388e+00 -2.9827e-01 0.0000e+00 7 8 6.6185e+00 2.2686e-01 0.0000e+00 8 8 -7.7400e+00 -2.5834e-01 0.0000e+00 8 9 7.8198e+00 1.8697e-01 0.0000e+00 9 9 -8.7690e+00 -2.1839e-01 0.0000e+00 9 10 8.8488e+00 1.4708e-01 0.0000e+00 10 10 -9.6206e+00 -1.7850e-01 0.0000e+00 10 11 9.7004e+00 1.0724e-01 0.0000e+00 11 11 -1.0292e+01 -1.3872e-01 0.0000e+00 11 12 1.0372e+01 6.7527e-02 0.0000e+00 12 12 -1.0781e+01 -9.9112e-02 0.0000e+00 12 13 1.0861e+01 2.7977e-02 0.0000e+00 13 13 -1.1089e+01 -5.9708e-02 0.0000e+00 13 14 1.1169e+01 -1.1367e-02 0.0000e+00 14 14 -1.1216e+01 -2.0546e-02 0.0000e+00 14 15 1.1296e+01 -5.0470e-02 0.0000e+00 15 15 -1.1165e+01 1.8341e-02 0.0000e+00 15 16 1.1245e+01 -8.9297e-02 0.0000e+00 16 16 -1.0940e+01 5.6922e-02 0.0000e+00 16 17 1.1020e+01 -1.2782e-01 0.0000e+00 17 17 -1.0546e+01 9.5171e-02 0.0000e+00 17 18 1.0626e+01 -1.6601e-01 0.0000e+00 18 18 -9.9917e+00 1.3304e-01 0.0000e+00 18 19 1.0072e+01 -2.0383e-01 0.0000e+00 19 19 -9.2870e+00 1.7051e-01 0.0000e+00 19 20 9.3673e+00 -2.4125e-01 0.0000e+00 20 20 -8.4460e+00 2.0826e-01 0.0000e+00 20 21 8.5264e+00 -2.7895e-01 0.0000e+00 21 21 -7.4877e+00 2.4172e-01 0.0000e+00 21 22 7.5681e+00 -3.1238e-01 0.0000e+00 22 22 -6.4375e+00 2.6459e-01 0.0000e+00 22 23 6.5179e+00 -3.3522e-01 0.0000e+00 23 23 -5.3313e+00 5.1563e-01 0.0000e+00 23 24 5.4118e+00 -5.8624e-01 0.0000e+00 24 24 4.0319e-02 -3.5190e-02 0.0000e+00 24 25 -1.0277e-04 -1.1751e-04 0.0000e+00 25 26 3.5344e+00 -4.8623e-01 0.0000e+00 25 27 -3.4944e+00 4.8598e-01 0.0000e+00 26 27 5.3355e+00 -4.6153e-01 0.0000e+00 26 28 -5.2555e+00 4.6104e-01 0.0000e+00 27 28 7.0452e+00 -4.2012e-01 0.0000e+00 27 29 -6.9652e+00 4.1965e-01 0.0000e+00 28 29 8.6647e+00 -3.8145e-01 0.0000e+00 28 30 -8.5847e+00 3.8101e-01 0.0000e+00 29 30 1.0166e+01 -3.4220e-01 0.0000e+00 29 31 -1.0086e+01 3.4179e-01 0.0000e+00 30 31 1.1527e+01 -3.0255e-01 0.0000e+00 30 32 -1.1447e+01 3.0219e-01 0.0000e+00 31 32 1.2735e+01 -2.6271e-01 0.0000e+00 31 33 -1.2655e+01 2.6240e-01 0.0000e+00 32 33 1.3777e+01 -2.2277e-01 0.0000e+00 32 34 -1.3697e+01 2.2251e-01 0.0000e+00 33 34 1.4647e+01 -1.8282e-01 0.0000e+00 33 35 -1.4567e+01 1.8262e-01 0.0000e+00 34 35 1.5339e+01 -1.4293e-01 0.0000e+00 34 36 -1.5259e+01 1.4278e-01 0.0000e+00 35 36 1.5851e+01 -1.0315e-01 0.0000e+00 35 37 -1.5771e+01 1.0306e-01 0.0000e+00 36 37 1.6181e+01 -6.3534e-02 0.0000e+00 36 38 -1.6101e+01 6.3503e-02 0.0000e+00 37 38 1.6329e+01 -2.4124e-02 0.0000e+00 37 39 -1.6249e+01 2.4153e-02 0.0000e+00 38 39 1.6296e+01 1.5042e-02 0.0000e+00 38 40 -1.6216e+01 -1.4953e-02 0.0000e+00 39 40 1.6085e+01 5.3930e-02 0.0000e+00 39 41 -1.6005e+01 -5.3782e-02 0.0000e+00 40 41 1.5699e+01 9.2508e-02 0.0000e+00 40 42 -1.5619e+01 -9.2303e-02 0.0000e+00 41 42 1.5145e+01 1.3074e-01 0.0000e+00 41 43 -1.5065e+01 -1.3048e-01 0.0000e+00 42 43 1.4429e+01 1.6863e-01 0.0000e+00 42 44 -1.4349e+01 -1.6831e-01 0.0000e+00 43 44 1.3564e+01 2.0611e-01 0.0000e+00 43 45 -1.3484e+01 -2.0575e-01 0.0000e+00 44 45 1.2562e+01 2.4246e-01 0.0000e+00 44 46 -1.2482e+01 -2.4206e-01 0.0000e+00 45 46 1.1442e+01 2.8216e-01 0.0000e+00 45 47 -1.1362e+01 -2.8172e-01 0.0000e+00 46 47 1.0231e+01 3.3124e-01 0.0000e+00 46 48 -1.0151e+01 -3.3077e-01 0.0000e+00 47 48 8.9634e+00 1.5189e-01 0.0000e+00 47 49 -8.8834e+00 -1.5140e-01 0.0000e+00 48 49 3.0896e-02 7.3069e-01 0.0000e+00 48 50 9.1032e-03 -7.3044e-01 0.0000e+00 49 2 -4.0343e-02 1.8407e+00 0.0000e+00 49 27 4.0343e-02 -1.8407e+00 0.0000e+00 50 3 -5.3634e-02 1.7891e+00 0.0000e+00 50 28 5.3634e-02 -1.7891e+00 0.0000e+00 51 4 -4.6728e-02 1.6989e+00 0.0000e+00 51 29 4.6728e-02 -1.6989e+00 0.0000e+00 52 5 -4.2561e-02 1.5804e+00 0.0000e+00 52 30 4.2561e-02 -1.5804e+00 0.0000e+00 53 6 -3.8018e-02 1.4411e+00 0.0000e+00 53 31 3.8018e-02 -1.4411e+00 0.0000e+00 54 7 -3.3400e-02 1.2869e+00 0.0000e+00 54 32 3.3400e-02 -1.2869e+00 0.0000e+00 55 8 -2.9045e-02 1.1220e+00 0.0000e+00 55 33 2.9045e-02 -1.1220e+00 0.0000e+00 56 9 -2.5132e-02 9.4952e-01 0.0000e+00 56 34 2.5132e-02 -9.4952e-01 0.0000e+00 57 10 -2.1793e-02 7.7207e-01 0.0000e+00 57 35 2.1793e-02 -7.7207e-01 0.0000e+00 58 11 -1.9121e-02 5.9159e-01 0.0000e+00 58 36 1.9121e-02 -5.9159e-01 0.0000e+00 59 12 -1.7178e-02 4.0968e-01 0.0000e+00 59 37 1.7178e-02 -4.0968e-01 0.0000e+00 60 13 -1.6000e-02 2.2771e-01 0.0000e+00 60 38 1.6000e-02 -2.2771e-01 0.0000e+00 61 14 -1.5603e-02 4.6974e-02 0.0000e+00 61 39 1.5603e-02 -4.6974e-02 0.0000e+00 62 15 -1.5983e-02 -1.3124e-01 0.0000e+00 62 40 1.5983e-02 1.3124e-01 0.0000e+00 63 16 -1.7118e-02 -3.0550e-01 0.0000e+00 63 41 1.7118e-02 3.0550e-01 0.0000e+00 64 17 -1.8963e-02 -4.7412e-01 0.0000e+00 64 42 1.8963e-02 4.7412e-01 0.0000e+00 65 18 -2.1471e-02 -6.3500e-01 0.0000e+00 65 43 2.1471e-02 6.3500e-01 0.0000e+00 66 19 -2.4521e-02 -7.8542e-01 0.0000e+00 66 44 2.4521e-02 7.8542e-01 0.0000e+00 67 20 -2.7279e-02 -9.2174e-01 0.0000e+00 67 45 2.7279e-02 9.2174e-01 0.0000e+00 68 21 -3.4810e-02 -1.0391e+00 0.0000e+00 68 46 3.4810e-02 1.0391e+00 0.0000e+00 69 22 -4.8542e-02 -1.1310e+00 0.0000e+00 69 47 4.8542e-02 1.1310e+00 0.0000e+00 70 23 1.7642e-01 -1.1882e+00 0.0000e+00 70 48 -1.7642e-01 1.1882e+00 0.0000e+00 71 24 -6.7908e-01 -1.1987e+00 0.0000e+00 71 49 6.7908e-01 1.1987e+00 0.0000e+00 72 1 -4.7129e-01 -3.5386e+00 0.0000e+00 72 51 4.7129e-01 3.5386e+00 0.0000e+00 73 51 4.5341e-01 3.5388e+00 0.0000e+00 73 26 -4.5341e-01 -3.5388e+00 0.0000e+00 Internal End Moments (Note: Refers to local coordinates) Element Node Tx My Mz BiMoment 1 1 0.0000e+00 0.0000e+00 -6.2751e-09 0.0000e+00 1 2 0.0000e+00 0.0000e+00 -3.8897e+00 0.0000e+00 2 2 0.0000e+00 0.0000e+00 -1.6329e+00 0.0000e+00 2 3 0.0000e+00 0.0000e+00 -5.6485e+00 0.0000e+00 3 3 0.0000e+00 0.0000e+00 2.8142e-01 0.0000e+00 3 4 0.0000e+00 0.0000e+00 -7.0065e+00 0.0000e+00 4 4 0.0000e+00 0.0000e+00 1.9099e+00 0.0000e+00 4 5 0.0000e+00 0.0000e+00 -8.0121e+00 0.0000e+00 5 5 0.0000e+00 0.0000e+00 3.2711e+00 0.0000e+00 5 6 0.0000e+00 0.0000e+00 -8.7438e+00 0.0000e+00 6 6 0.0000e+00 0.0000e+00 4.4205e+00 0.0000e+00 6 7 0.0000e+00 0.0000e+00 -9.2595e+00 0.0000e+00 7 7 0.0000e+00 0.0000e+00 5.3989e+00 0.0000e+00 7 8 0.0000e+00 0.0000e+00 -9.6008e+00 0.0000e+00 8 8 0.0000e+00 0.0000e+00 6.2351e+00 0.0000e+00 8 9 0.0000e+00 0.0000e+00 -9.7983e+00 0.0000e+00 9 9 0.0000e+00 0.0000e+00 6.9499e+00 0.0000e+00 9 10 0.0000e+00 0.0000e+00 -9.8743e+00 0.0000e+00 10 10 0.0000e+00 0.0000e+00 7.5582e+00 0.0000e+00 10 11 0.0000e+00 0.0000e+00 -9.8446e+00 0.0000e+00 11 11 0.0000e+00 0.0000e+00 8.0699e+00 0.0000e+00 11 12 0.0000e+00 0.0000e+00 -9.7202e+00 0.0000e+00 12 12 0.0000e+00 0.0000e+00 8.4912e+00 0.0000e+00 12 13 0.0000e+00 0.0000e+00 -9.5080e+00 0.0000e+00 13 13 0.0000e+00 0.0000e+00 8.8249e+00 0.0000e+00 13 14 0.0000e+00 0.0000e+00 -9.2115e+00 0.0000e+00 14 14 0.0000e+00 0.0000e+00 9.0705e+00 0.0000e+00 14 15 0.0000e+00 0.0000e+00 -8.8308e+00 0.0000e+00 15 15 0.0000e+00 0.0000e+00 9.2244e+00 0.0000e+00 15 16 0.0000e+00 0.0000e+00 -8.3627e+00 0.0000e+00 16 16 0.0000e+00 0.0000e+00 9.2792e+00 0.0000e+00 16 17 0.0000e+00 0.0000e+00 -7.8004e+00 0.0000e+00 17 17 0.0000e+00 0.0000e+00 9.2227e+00 0.0000e+00 17 18 0.0000e+00 0.0000e+00 -7.1323e+00 0.0000e+00 18 18 0.0000e+00 0.0000e+00 9.0373e+00 0.0000e+00 18 19 0.0000e+00 0.0000e+00 -6.3413e+00 0.0000e+00 19 19 0.0000e+00 0.0000e+00 8.6975e+00 0.0000e+00 19 20 0.0000e+00 0.0000e+00 -5.4024e+00 0.0000e+00 20 20 0.0000e+00 0.0000e+00 8.1676e+00 0.0000e+00 20 21 0.0000e+00 0.0000e+00 -4.2689e+00 0.0000e+00 21 21 0.0000e+00 0.0000e+00 7.3860e+00 0.0000e+00 21 22 0.0000e+00 0.0000e+00 -2.9524e+00 0.0000e+00 22 22 0.0000e+00 0.0000e+00 6.3453e+00 0.0000e+00 22 23 0.0000e+00 0.0000e+00 -1.5461e+00 0.0000e+00 23 23 0.0000e+00 0.0000e+00 5.1157e+00 0.0000e+00 23 24 0.0000e+00 0.0000e+00 3.6999e+00 0.0000e+00 24 24 0.0000e+00 0.0000e+00 -1.4029e-01 0.0000e+00 24 25 0.0000e+00 0.0000e+00 1.2418e-14 0.0000e+00 25 26 0.0000e+00 0.0000e+00 -6.7518e-09 0.0000e+00 25 27 0.0000e+00 0.0000e+00 -3.8886e+00 0.0000e+00 26 27 0.0000e+00 0.0000e+00 -1.6328e+00 0.0000e+00 26 28 0.0000e+00 0.0000e+00 -5.7470e+00 0.0000e+00 27 28 0.0000e+00 0.0000e+00 3.7965e-01 0.0000e+00 27 29 0.0000e+00 0.0000e+00 -7.0968e+00 0.0000e+00 28 29 0.0000e+00 0.0000e+00 2.0001e+00 0.0000e+00 28 30 0.0000e+00 0.0000e+00 -8.0986e+00 0.0000e+00 29 30 0.0000e+00 0.0000e+00 3.3574e+00 0.0000e+00 29 31 0.0000e+00 0.0000e+00 -8.8280e+00 0.0000e+00 30 31 0.0000e+00 0.0000e+00 4.5045e+00 0.0000e+00 30 32 0.0000e+00 0.0000e+00 -9.3410e+00 0.0000e+00 31 32 0.0000e+00 0.0000e+00 5.4801e+00 0.0000e+00 31 33 0.0000e+00 0.0000e+00 -9.6797e+00 0.0000e+00 32 33 0.0000e+00 0.0000e+00 6.3137e+00 0.0000e+00 32 34 0.0000e+00 0.0000e+00 -9.8748e+00 0.0000e+00 33 34 0.0000e+00 0.0000e+00 7.0261e+00 0.0000e+00 33 35 0.0000e+00 0.0000e+00 -9.9487e+00 0.0000e+00 34 35 0.0000e+00 0.0000e+00 7.6324e+00 0.0000e+00 34 36 0.0000e+00 0.0000e+00 -9.9174e+00 0.0000e+00 35 36 0.0000e+00 0.0000e+00 8.1425e+00 0.0000e+00 35 37 0.0000e+00 0.0000e+00 -9.7918e+00 0.0000e+00 36 37 0.0000e+00 0.0000e+00 8.5627e+00 0.0000e+00 36 38 0.0000e+00 0.0000e+00 -9.5789e+00 0.0000e+00 37 38 0.0000e+00 0.0000e+00 8.8957e+00 0.0000e+00 37 39 0.0000e+00 0.0000e+00 -9.2822e+00 0.0000e+00 38 39 0.0000e+00 0.0000e+00 9.1412e+00 0.0000e+00 38 40 0.0000e+00 0.0000e+00 -8.9018e+00 0.0000e+00 39 40 0.0000e+00 0.0000e+00 9.2955e+00 0.0000e+00 39 41 0.0000e+00 0.0000e+00 -8.4346e+00 0.0000e+00 40 41 0.0000e+00 0.0000e+00 9.3512e+00 0.0000e+00 40 42 0.0000e+00 0.0000e+00 -7.8737e+00 0.0000e+00 41 42 0.0000e+00 0.0000e+00 9.2961e+00 0.0000e+00 41 43 0.0000e+00 0.0000e+00 -7.2074e+00 0.0000e+00 42 43 0.0000e+00 0.0000e+00 9.1126e+00 0.0000e+00 42 44 0.0000e+00 0.0000e+00 -6.4183e+00 0.0000e+00 43 44 0.0000e+00 0.0000e+00 8.7747e+00 0.0000e+00 43 45 0.0000e+00 0.0000e+00 -5.4811e+00 0.0000e+00 44 45 0.0000e+00 0.0000e+00 8.2464e+00 0.0000e+00 44 46 0.0000e+00 0.0000e+00 -4.3715e+00 0.0000e+00 45 46 0.0000e+00 0.0000e+00 7.4892e+00 0.0000e+00 45 47 0.0000e+00 0.0000e+00 -2.9794e+00 0.0000e+00 46 47 0.0000e+00 0.0000e+00 6.3722e+00 0.0000e+00 46 48 0.0000e+00 0.0000e+00 -1.0771e+00 0.0000e+00 47 48 0.0000e+00 0.0000e+00 4.6368e+00 0.0000e+00 47 49 0.0000e+00 0.0000e+00 -2.2112e+00 0.0000e+00 48 49 0.0000e+00 0.0000e+00 5.8445e+00 0.0000e+00 48 50 0.0000e+00 0.0000e+00 7.1054e-14 0.0000e+00 49 2 0.0000e+00 0.0000e+00 5.5226e+00 0.0000e+00 49 27 0.0000e+00 0.0000e+00 5.5214e+00 0.0000e+00 50 3 0.0000e+00 0.0000e+00 5.3671e+00 0.0000e+00 50 28 0.0000e+00 0.0000e+00 5.3674e+00 0.0000e+00 51 4 0.0000e+00 0.0000e+00 5.0966e+00 0.0000e+00 51 29 0.0000e+00 0.0000e+00 5.0968e+00 0.0000e+00 52 5 0.0000e+00 0.0000e+00 4.7410e+00 0.0000e+00 52 30 0.0000e+00 0.0000e+00 4.7412e+00 0.0000e+00 53 6 0.0000e+00 0.0000e+00 4.3233e+00 0.0000e+00 53 31 0.0000e+00 0.0000e+00 4.3236e+00 0.0000e+00 54 7 0.0000e+00 0.0000e+00 3.8606e+00 0.0000e+00 54 32 0.0000e+00 0.0000e+00 3.8609e+00 0.0000e+00 55 8 0.0000e+00 0.0000e+00 3.3658e+00 0.0000e+00 55 33 0.0000e+00 0.0000e+00 3.3660e+00 0.0000e+00 56 9 0.0000e+00 0.0000e+00 2.8484e+00 0.0000e+00 56 34 0.0000e+00 0.0000e+00 2.8487e+00 0.0000e+00 57 10 0.0000e+00 0.0000e+00 2.3161e+00 0.0000e+00 57 35 0.0000e+00 0.0000e+00 2.3163e+00 0.0000e+00 58 11 0.0000e+00 0.0000e+00 1.7747e+00 0.0000e+00 58 36 0.0000e+00 0.0000e+00 1.7749e+00 0.0000e+00 59 12 0.0000e+00 0.0000e+00 1.2290e+00 0.0000e+00 59 37 0.0000e+00 0.0000e+00 1.2291e+00 0.0000e+00 60 13 0.0000e+00 0.0000e+00 6.8310e-01 0.0000e+00 60 38 0.0000e+00 0.0000e+00 6.8316e-01 0.0000e+00 61 14 0.0000e+00 0.0000e+00 1.4092e-01 0.0000e+00 61 39 0.0000e+00 0.0000e+00 1.4092e-01 0.0000e+00 62 15 0.0000e+00 0.0000e+00 -3.9369e-01 0.0000e+00 62 40 0.0000e+00 0.0000e+00 -3.9374e-01 0.0000e+00 63 16 0.0000e+00 0.0000e+00 -9.1645e-01 0.0000e+00 63 41 0.0000e+00 0.0000e+00 -9.1654e-01 0.0000e+00 64 17 0.0000e+00 0.0000e+00 -1.4223e+00 0.0000e+00 64 42 0.0000e+00 0.0000e+00 -1.4224e+00 0.0000e+00 65 18 0.0000e+00 0.0000e+00 -1.9049e+00 0.0000e+00 65 43 0.0000e+00 0.0000e+00 -1.9051e+00 0.0000e+00 66 19 0.0000e+00 0.0000e+00 -2.3562e+00 0.0000e+00 66 44 0.0000e+00 0.0000e+00 -2.3564e+00 0.0000e+00 67 20 0.0000e+00 0.0000e+00 -2.7651e+00 0.0000e+00 67 45 0.0000e+00 0.0000e+00 -2.7653e+00 0.0000e+00 68 21 0.0000e+00 0.0000e+00 -3.1171e+00 0.0000e+00 68 46 0.0000e+00 0.0000e+00 -3.1176e+00 0.0000e+00 69 22 0.0000e+00 0.0000e+00 -3.3929e+00 0.0000e+00 69 47 0.0000e+00 0.0000e+00 -3.3928e+00 0.0000e+00 70 23 0.0000e+00 0.0000e+00 -3.5696e+00 0.0000e+00 70 48 0.0000e+00 0.0000e+00 -3.5597e+00 0.0000e+00 71 24 0.0000e+00 0.0000e+00 -3.5596e+00 0.0000e+00 71 49 0.0000e+00 0.0000e+00 -3.6333e+00 0.0000e+00 72 1 0.0000e+00 0.0000e+00 5.4569e-09 0.0000e+00 72 51 0.0000e+00 0.0000e+00 -1.0616e+01 0.0000e+00 73 51 0.0000e+00 0.0000e+00 1.0616e+01 0.0000e+00 73 26 0.0000e+00 0.0000e+00 3.5808e-09 0.0000e+00 (iii) Reactions at Step # 10, Applied Load Ratio = 1.0000 Forces Node Rx Ry Rz 50 7.3037e-01 FREE 0.0000e+00 51 9.0502e-01 7.0800e+00 0.0000e+00 Moments Node Mx My Mz 50 0.0000e+00 0.0000e+00 FREE ##################################### End of Results of Structural Analysis #####################################