Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P I L E P R O P E R T I E S +++ ===================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified SOIL TABLE MULTIPLIERS /---- PY ----//---- TZ ----//---- QW ----/ NAME END CLASS SOIL FORCE DISP FORCE DISP FORCE DISP PILE|133 *J45 ~PILE MAIN 1.00 1.00 1.00 1.00 1.00 1.00 PILE|134 *J46 ~PILE MAIN 1.00 1.00 1.00 1.00 1.00 1.00 PILE|135 *J47 ~PILE MAIN 1.00 1.00 1.00 1.00 1.00 1.00 PILE|136 *J48 ~PILE MAIN 1.00 1.00 1.00 1.00 1.00 1.00 PILE|137 *J49 ~PILE MAIN 1.00 1.00 1.00 1.00 1.00 1.00 PILE|138 *J50 ~PILE MAIN 1.00 1.00 1.00 1.00 1.00 1.00 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S S O I L S U M M A R Y F O R C L A S S ~ P I L E +++ =========================================================================== SOIL NAME IS MAIN Units Are Kips, and Inches Unless Specified Depth Curve Curve (ft) Type Form ---------------------------------- S O I L D A T A ----------------------------------------- 0.00 PY SYMM P (Force/in) 0.000 Y (Inches) 0.000 TZ SYMM T (Force/in) 0.000 Z (Inches) 0.000 4.00 TZ SYMM T (Force/in) 0.000 0.432 Z (Inches) 0.000 0.100 140.00 PY SYMM P (Force/in) 0.000 1.500 Y (Inches) 0.000 2.000 TZ SYMM T (Force/in) 0.000 14.760 Z (Inches) 0.000 0.100 QW SYMM Q (Force) 0.000 14.580 W (Inches) 0.000 2.400 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PILE|133 *J45 *P45 ~PILE NULL -58.44 -129.97 274.65 -414.46 404.43 117.24 PILE|134 *J46 *P46 ~PILE NULL -164.95 -163.45 -577.98 -391.98 405.85 1.50 PILE|135 *J47 *P47 ~PILE NULL -100.56 -194.55 860.90 -378.40 469.07 67.41 PILE|136 *J48 *P48 ~PILE NULL -98.22 -106.18 -74.22 -438.76 460.12 -60.01 PILE|137 *J49 *P49 ~PILE NULL -210.29 -211.47 920.39 -426.94 422.00 -1.53 PILE|138 *J50 *P50 ~PILE NULL -102.43 -70.99 96.26 -351.54 395.46 -91.15 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P I L E C H E C K S T A N D A R D +++ ============================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Cases with Unity Ratio Greater Than 0 Distance RP2A from Top /--- Deflections (in) ---/ /---- Stresses (Ksi) ----/ Unity Element /-- Node Names -/ Class Case of Pile Axial Lateral Angle Axial Bending Total Check -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PILE|133 *J45 *P45 ~PILE NULL 56.87 -0.01 0.25 -44.17 -0.41 1.07 -1.48 0.06 PILE|134 *J46 *P46 ~PILE NULL 56.87 0.02 0.24 -47.22 1.15 1.00 2.15 0.09 PILE|135 *J47 *P47 ~PILE NULL 56.44 -0.02 0.27 -55.02 -1.49 1.07 -2.56 0.11 PILE|136 *J48 *P48 ~PILE NULL 70.55 0.00 0.11 -49.22 0.16 1.20 1.37 0.05 PILE|137 *J49 *P49 ~PILE NULL 56.87 -0.02 0.25 -45.10 -1.62 1.08 -2.70 0.11 PILE|138 *J50 *P50 ~PILE NULL 56.87 -0.00 0.22 -49.61 -0.10 0.99 -1.10 0.04 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PILE|133 *J45 *P45 ~PILE -58.44 -129.97 274.65 -414.46 404.43 117.24 -58.44 -129.97 274.65 -414.46 404.43 117.24 PILE|134 *J46 *P46 ~PILE -164.95 -163.45 -577.98 -391.98 405.85 1.50 -164.95 -163.45 -577.98 -391.98 405.85 1.50 PILE|135 *J47 *P47 ~PILE -100.56 -194.55 860.90 -378.40 469.07 67.41 -100.56 -194.55 860.90 -378.40 469.07 67.41 PILE|136 *J48 *P48 ~PILE -98.22 -106.18 -74.22 -438.76 460.12 -60.01 -98.22 -106.18 -74.22 -438.76 460.12 -60.01 PILE|137 *J49 *P49 ~PILE -210.29 -211.47 920.39 -426.94 422.00 -1.53 -210.29 -211.47 920.39 -426.94 422.00 -1.53 PILE|138 *J50 *P50 ~PILE -102.43 -70.99 96.26 -351.54 395.46 -91.15 -102.43 -70.99 96.26 -351.54 395.46 -91.15 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S I M P L I F I E D J O I N T F A T I G U E +++ ======================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Simplified Fatigue For Most Severe Load Case With Unity Ratios Greater Than 0 /-------------- Chord ---- /------------------ Brace -----------------/ Joint Hot Spot Allowable API Joint Left Right Load Angle /-- Stress (Ksi) --/ Classification Stresses Stresses Unity Name Joint Joint Class Case Joint Class (Deg) Fa Fbi Fbo K T&Y X (Ksi) (Ksi) Ratio -------- -------- -------- -------- -------- -------- ------- ----- ------ ------ ------ -------------- -------- --------- ----- *J29 *J28 *J30 ~HORZ1 NULL *J27 ~HORZ1 90.00 -0.39 -0.20 0.39 0.00 0.07 0.93 9.41 46.50 0.20 NULL *J31 ~HORZ1 90.00 -0.37 1.57 0.64 0.00 0.00 1.00 16.31 46.50 0.35 *J30 *J27 *J33 ~HORZ1 NULL *J31 ~HORZ1 90.00 8.74 -0.06 7.30 0.15 0.85 0.00 139.74 46.50 3.01 NULL *J29 ~HORZ1 45.00 -0.37 1.56 6.57 1.00 0.00 0.00 37.11 46.50 0.80 NULL *J32 ~HORZ1 45.00 -1.45 1.02 1.78 1.00 0.00 0.00 18.85 46.50 0.41 *J31 *J34 *J28 ~HORZ1 NULL *J30 ~HORZ1 90.00 8.74 -0.22 -7.18 0.12 0.88 0.00 138.20 46.50 2.97 NULL *J29 ~HORZ1 45.00 -0.37 -1.77 -2.06 1.00 0.00 0.00 15.31 46.50 0.33 NULL *J32 ~HORZ1 45.00 -1.08 -0.97 -6.61 1.00 0.00 0.00 41.11 46.50 0.88 *J32 *J30 *J34 ~HORZ1 NULL *J31 ~HORZ1 90.00 -1.08 1.23 2.02 0.00 0.00 1.00 39.36 46.50 0.85 NULL *J33 ~HORZ1 90.00 -1.52 0.20 1.64 0.00 0.29 0.71 35.48 46.50 0.76 *J35 *J27 *J45 ~JACKL NULL *J47 ~BRACE 49.62 -11.09 1.16 0.28 0.55 0.45 0.00 36.75 55.75 0.66 NULL *J38 ~HORZ2 82.93 5.22 0.27 -0.09 1.00 0.00 0.00 20.93 46.50 0.45 NULL *J36 ~HORZ2 82.93 1.28 -0.70 0.13 0.00 1.00 0.00 10.12 46.50 0.22 NULL *J37 ~HORZ2 80.00 2.32 -0.21 -0.27 0.00 1.00 0.00 16.69 46.50 0.36 *J36 *J28 *J46 ~JACKL NULL *J48 ~BRACE 49.62 -9.65 0.90 -0.27 0.34 0.66 0.00 33.87 55.75 0.61 NULL *J39 ~HORZ2 82.93 2.78 0.21 0.34 1.00 0.00 0.00 12.68 46.50 0.27 NULL *J27 ~BRACE 35.48 13.39 0.92 -0.44 1.00 0.00 0.00 28.99 46.50 0.62 NULL *J45 ~BRACE 56.45 -12.78 1.26 -0.03 0.84 0.16 0.00 43.00 55.75 0.77 NULL *J35 ~HORZ2 82.93 1.28 0.78 -0.44 1.00 0.00 0.00 8.08 46.50 0.17 NULL *J37 ~HORZ2 80.00 2.44 0.74 -0.33 0.00 1.00 0.00 18.27 46.50 0.39 *J37 *J36 *J38 ~HORZ2 NULL *J35 ~HORZ2 82.76 2.32 -0.23 0.12 0.00 0.16 0.84 30.41 46.50 0.65 NULL *J39 ~HORZ2 82.76 1.96 0.01 0.00 0.00 0.00 1.00 25.19 46.50 0.54 *J38 *J30 *J47 ~JACKL NULL *J27 ~BRACE 38.44 -9.94 -0.58 -0.11 0.76 0.11 0.13 25.64 46.50 0.55 NULL *J35 ~HORZ2 90.00 5.22 -0.27 0.14 1.00 0.00 0.00 21.35 46.50 0.46 NULL *J33 ~BRACE 38.44 7.22 0.83 -0.18 1.00 0.00 0.00 17.14 46.50 0.37 NULL *J41 ~HORZ2 90.00 -5.90 0.79 -0.38 0.85 0.00 0.15 31.47 46.50 0.68 NULL *J31 ~BRACE 35.64 -12.20 -1.32 0.02 1.00 0.00 0.00 27.22 46.50 0.59 NULL *J48 ~BRACE 56.73 12.35 -1.02 -0.17 0.68 0.32 0.00 44.06 55.75 0.79 NULL *J39 ~HORZ2 82.87 0.08 -0.59 -0.08 0.68 0.32 0.00 1.85 46.50 0.04 NULL *J37 ~HORZ2 84.66 1.81 -0.57 -0.18 0.00 1.00 0.00 13.61 46.50 0.29 NULL *J40 ~HORZ2 84.66 -1.32 -0.02 -0.01 0.00 1.00 0.00 8.85 46.50 0.19 *J39 *J31 *J48 ~JACKL NULL *J28 ~BRACE 38.44 -8.38 -0.46 -0.07 0.48 0.11 0.41 26.55 46.50 0.57 NULL *J36 ~HORZ2 90.00 2.78 -0.22 -0.09 1.00 0.00 0.00 11.61 46.50 0.25 NULL *J42 ~HORZ2 90.00 -7.22 0.73 -0.52 0.67 0.00 0.33 46.19 46.50 0.99 NULL *J34 ~BRACE 38.44 7.00 0.94 0.24 1.00 0.00 0.00 16.89 46.50 0.36 NULL *J38 ~HORZ2 82.87 0.08 0.42 -0.06 0.00 1.00 0.00 1.53 46.50 0.03 NULL *J37 ~HORZ2 84.66 1.96 0.08 -0.04 0.00 1.00 0.00 13.29 46.50 0.29 NULL *J40 ~HORZ2 84.66 -1.88 0.54 -0.03 0.00 1.00 0.00 13.65 46.50 0.29 *J40 *J38 *J42 ~HORZ2 NULL *J39 ~HORZ2 82.76 -1.88 0.25 0.15 0.00 0.00 1.00 26.57 46.50 0.57 NULL *J41 ~HORZ2 82.76 -1.99 0.81 0.27 0.00 0.06 0.94 31.18 46.50 0.67 *J41 *J33 *J49 ~JACKL NULL *J47 ~BRACE 49.62 8.70 -0.92 0.12 0.79 0.21 0.00 26.65 55.75 0.48 NULL *J38 ~HORZ2 82.93 -5.90 -0.73 0.11 1.00 0.00 0.00 24.65 46.50 0.53 NULL *J42 ~HORZ2 82.93 4.45 -0.47 0.24 0.00 1.00 0.00 31.07 46.50 0.67 NULL *J40 ~HORZ2 80.00 -1.99 -0.62 0.75 0.00 1.00 0.00 17.27 46.50 0.37 *J42 *J34 *J50 ~JACKL NULL *J48 ~BRACE 49.62 9.66 -0.99 -0.06 0.87 0.13 0.00 28.73 55.75 0.52 NULL *J39 ~HORZ2 82.93 -7.22 -0.45 0.68 1.00 0.00 0.00 31.78 46.50 0.68 NULL *J33 ~BRACE 35.48 11.87 0.77 -0.08 0.94 0.06 0.00 25.55 46.50 0.55 NULL *J49 ~BRACE 56.45 -12.23 1.31 0.34 1.00 0.00 0.00 38.91 55.75 0.70 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S I M P L I F I E D J O I N T F A T I G U E +++ ======================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Simplified Fatigue For Most Severe Load Case With Unity Ratios Greater Than 0 /-------------- Chord ---- /------------------ Brace -----------------/ Joint Hot Spot Allowable API Joint Left Right Load Angle /-- Stress (Ksi) --/ Classification Stresses Stresses Unity Name Joint Joint Class Case Joint Class (Deg) Fa Fbi Fbo K T&Y X (Ksi) (Ksi) Ratio -------- -------- -------- -------- -------- -------- ------- ----- ------ ------ ------ -------------- -------- --------- ----- *J42 *J34 *J50 ~JACKL NULL *J41 ~HORZ2 82.93 4.45 0.65 -0.18 0.94 0.06 0.00 19.78 46.50 0.43 NULL *J40 ~HORZ2 80.00 -1.17 0.20 -1.22 0.00 1.00 0.00 14.37 46.50 0.31 *J43 *J46 *J47 ~HORZ3 NULL *J45 ~HORZ3 77.86 1.23 0.68 -0.27 0.00 0.03 0.97 22.32 55.75 0.40 NULL *J48 ~HORZ3 77.86 1.19 -1.10 -0.43 0.00 0.00 1.00 25.63 55.75 0.46 *J44 *J47 *J50 ~HORZ3 NULL *J48 ~HORZ3 77.86 -1.19 -0.33 1.86 0.00 0.00 1.00 42.85 55.75 0.77 NULL *J49 ~HORZ3 77.86 -1.18 0.71 1.84 0.00 0.00 1.00 42.82 55.75 0.77 *J47 *J45 *J49 ~HORZ3 NULL *J35 ~BRACE 47.45 -11.09 2.72 0.03 0.15 0.00 0.85 109.39 55.75 1.96 NULL *J41 ~BRACE 47.45 8.70 2.33 0.79 1.00 0.00 0.00 75.30 55.75 1.35 NULL *J48 ~HORZ3 90.00 -3.93 0.20 5.38 0.19 0.00 0.81 129.63 55.75 2.33 NULL *J43 ~HORZ3 51.07 1.18 -1.18 6.53 1.00 0.00 0.00 59.17 55.75 1.06 NULL *J44 ~HORZ3 51.07 -1.17 0.16 0.57 0.19 0.00 0.81 16.34 55.75 0.29 *J48 *J50 *J46 ~HORZ3 NULL *J36 ~BRACE 47.45 -9.65 -1.64 2.00 0.59 0.10 0.31 90.22 55.75 1.62 NULL *J42 ~BRACE 47.45 9.66 -2.40 -1.57 1.00 0.00 0.00 85.65 55.75 1.54 NULL *J38 ~BRACE 90.00 12.35 0.98 -2.39 0.00 0.55 0.45 175.38 55.75 3.15 NULL *J47 ~HORZ3 90.00 -3.93 0.10 -5.37 0.19 0.00 0.81 129.40 55.75 2.32 NULL *J43 ~HORZ3 51.07 1.19 1.23 -0.75 1.00 0.00 0.00 17.79 55.75 0.32 NULL *J44 ~HORZ3 51.07 -1.19 0.06 -6.56 0.19 0.00 0.81 73.96 55.75 1.33 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S U M M A R Y +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- BOTG|025 *J19 *J20 ~BOTGRD NULL 23.7 81.7 0.00 -0.26 -10.76 0.14 -0.00 -1.45 0.52 Eq H1-3 1.175 1.163 15.17 21.60 27.00 14.40 14.40 BRAC|084 *J31 *J38 ~BRACE NULL 117.8 117.8 0.00 -12.20 -2.72 0.60 -0.08 -0.08 9999.00 Buckled 10 10 10.60 26.09 26.09 14.40 14.40 1.26 Eq. 3.3.1-3 DECK|055 *J19 *J30 ~DECKL NULL 44.2 44.2 0.00 -5.14 13.45 -7.31 0.41 -0.76 0.84 Eq. 3.3.1-3 1.097 1.097 18.85 27.00 27.00 14.40 14.40 DOUB|045 *J07 *J20 ~DOUBLEL NULL 95.9 95.1 100.00 -6.58 -1.18 -0.14 -0.00 -0.03 9999.00 Lb>76*b/sqrt(fy 0.700 0.707 13.49 21.60 0.00 14.40 14.40 HORZ|094 *J30 *J31 ~HORZ1 NULL 86.9 86.9 0.00 8.74 7.30 -0.06 0.01 -0.23 0.68 Eq. 3.3.1-2 1.000 1.000 21.60 26.92 26.92 14.40 14.40 HORZ|106 *J42 *J39 ~HORZ2 NULL 89.0 89.0 100.00 -7.22 -0.66 -0.60 -0.03 -0.03 0.55 Eq. 3.3.1-4 0.726 0.726 14.32 26.51 26.51 14.40 14.40 HORZ|124 *J47 *J48 ~HORZ3 NULL 112.4 112.4 0.00 -3.93 5.38 0.20 0.01 -0.13 0.61 Eq. 3.3.1-4 0.785 0.785 11.35 26.09 26.09 14.40 14.40 JACK|071 *J41 *J49 ~JACKL NULL 59.0 59.0 100.00 -4.77 5.19 -0.09 -0.03 0.13 0.46 Eq. 3.3.1-3 1.046 1.046 17.53 27.00 27.00 14.40 14.40 TOPG|002 *J04 *J06 ~TOPGRD NULL 18.6 68.7 0.00 -1.39 -2.44 -12.09 -0.24 0.50 0.64 Eq H1-3 1.173 1.125 16.57 21.60 27.00 14.40 14.40 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== PILE PROPERTIES . . . . . . . . . . . . . . . . . . . 1 CLASS SOIL SUMMARY FOR CLASS ~PILE . . . . . . . . . . 2 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 3 PILE CHECK STANDARD . . . . . . . . . . . . . . . . . 4 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 5 SIMPLIFIED JOINT FATIGUE . . . . . . . . . . . . . . . 6 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 8 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9