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 +++ =============================================== ¯o lc_doit name case num = 1 &env %name &apply -force -fract @ 0 %case %num lcase -static %name &endmacro $ $ ----- joseph e. bowles lateral pile example ----- $ *bop 0 0 -40 &describe body model &default -emod 30000 -nuse @ $ *tob 0 0 4 *top 0 0 0 $ ~pile1 tube 12.22 1.01779 ~pile2 tube 12.22 1.01779 -soil main -refine 10 -pymult 12.22/1728 $ beam ~pile1 *tob *top rest ~pile2 *top *bop $ &data soil main depth 0 py 0,0 1000,100 qw 0,0 100,100 depth 40 py 0,0 100*(10+2*40),100 qw 0,0 100,100 end_&data $ &describe load *tob *tob #loadx *tob 12.5 #loady *tob 0 12.5 Page 2 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 *TOP ~PILE2 MAIN 7.07E-3 1.00 1.00 1.00 1.00 1.00 Page 3 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 1000.000 Y (Inches) 0.000 100.000 QW SYMM Q (Force) 0.000 100.000 W (Inches) 0.000 100.000 40.00 PY SYMM P (Force/in) 0.000 9000.000 Y (Inches) 0.000 100.000 QW SYMM Q (Force) 0.000 100.000 W (Inches) 0.000 100.000 Page 4 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 -------- -------- --------- --------- --------- --------- --------- --------- *BOP CASEX 0.000 0.000 0.000 0.000 0.000 0.000 *TOB CASEX 2.478 0.000 0.173 0.000 0.877 0.000 *TOP CASEX 1.755 0.000 0.173 0.000 0.828 0.000 Page 5 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|002 *TOP *BOP ~PILE2 CASEX -12.50 0.00 0.00 0.00 -50.00 0.00 Page 6 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|002 *TOP *BOP ~PILE2 CASEX 8.00 0.19 0.60 -90.00 0.01 12.83 12.84 0.48 Page 7 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|002 *TOP *BOP ~PILE2 -12.50 0.00 0.00 0.00 -50.00 0.00 -12.50 0.00 0.00 0.00 -50.00 0.00 Page 8 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 . . . . . . . . . . . . . . . . . . . 2 CLASS SOIL SUMMARY FOR CLASS ~PILE2 . . . . . . . . . 3 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 4 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 5 PILE CHECK STANDARD . . . . . . . . . . . . . . . . . 6 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 7 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 8