Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== $ $**************************************** macros $ ¯o lc_doit name case num = 1 &env %name &apply -force -fract @ 0 %case %num lcase -static %name &endmacro $ $ ---------- hudson matlock #1 ---------- ¯o nodlod name node x = 0 y = 0 z = 0 mx = 0 \ my = 0 mz = 0 &describe load %node %node %name %node %x %y %z %mx %my %mz &endmacro &m_act nodlod null $ $**************************************** dimensions $ &dimen -dim feet kips $ $**************************************** describe body $ $ *3 0 0 -100 &describe body model &default -emo 30000 -nuse @ $ *1 0 0 5 *2 0 0 0 $ ~pile1 tube 33 1.1068 ~pile2 tube 33 1.1068 -soil main -refine 20 -len 55 ~pile2 tube 33 1.1068 -soil main -refine 20 $ beam ~pile1 *1 *2 beam ~pile2 *2 *3 $ &data soil main depth 0 py 0,0 0,10 depth 2.5 py 0,0 50,0.25 80,0.5 110,1.0 125,1.5 130,2.0 130,3.0 depth 5.0 py 0,0 90,0.25 150,0.5 220,1.0 250,1.5 265,2.0 275,2.5 280,3.0 depth 7.5 py 0,0 110,0.25 200,0.5 330,1.0 395,1.5 415,2.0 420,2.5 420,3.0 depth 12.5 py 0,0 160,0.25 280,0.5 435,1.0 520,1.5 560,2.0 590,2.5 depth 20.0 py 0,0 230,0.25 400,0.5 590,1.0 670,1.5 695,2.0 depth 40.0 py 0,0 430,0.25 720,0.5 depth 200.0 py 0,0 430,0.25 720,0.5 qw 0,0 100,1, 100 10 end soil Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== $ nodlod #loadx *1 50 Page 3 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|002 *2 ~PILE2 MAIN 1.00 1.00 1.00 1.00 1.00 1.00 Page 4 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 2 +++ ============================================================================= 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 0.000 Y (Inches) 0.000 10.000 2.50 PY SYMM P (Force/in) 0.000 50.000 80.000 110.000 125.000 130.000 130.000 Y (Inches) 0.000 0.250 0.500 1.000 1.500 2.000 3.000 5.00 PY SYMM P (Force/in) 0.000 90.000 150.000 220.000 250.000 265.000 275.000 Y (Inches) 0.000 0.250 0.500 1.000 1.500 2.000 2.500 P (Force/in) 280.000 Y (Inches) 3.000 7.50 PY SYMM P (Force/in) 0.000 110.000 200.000 330.000 395.000 415.000 420.000 Y (Inches) 0.000 0.250 0.500 1.000 1.500 2.000 2.500 P (Force/in) 420.000 Y (Inches) 3.000 12.50 PY SYMM P (Force/in) 0.000 160.000 280.000 435.000 520.000 560.000 590.000 Y (Inches) 0.000 0.250 0.500 1.000 1.500 2.000 2.500 20.00 PY SYMM P (Force/in) 0.000 230.000 400.000 590.000 670.000 695.000 Y (Inches) 0.000 0.250 0.500 1.000 1.500 2.000 40.00 PY SYMM P (Force/in) 0.000 430.000 720.000 Y (Inches) 0.000 0.250 0.500 200.00 PY SYMM P (Force/in) 0.000 430.000 720.000 Y (Inches) 0.000 0.250 0.500 QW SYMM Q (Force) 0.000 100.000 100.000 W (Inches) 0.000 1.000 10.000 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *3 CASEX 0.000 0.000 0.000 0.000 0.000 0.000 *1 CASEX 0.112 0.000 0.001 0.000 0.066 0.000 *2 CASEX 0.042 0.000 0.001 0.000 0.054 0.000 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PILE|002 *2 *3 ~PILE2 CASEX -50.00 0.00 -0.00 0.00 -250.00 0.00 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 PILE PROPERTIES . . . . . . . . . . . . . . . . . . . 3 CLASS SOIL SUMMARY FOR CLASS ~PILE2 . . . . . . . . . 4 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 5 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 6 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 7