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 $ $**************************************** dimensions $ &dimen -dim feet kips $ $**************************************** describe body $ &describe body model &default -emo 29000 -nuse @ $ *j0102 50 50 0 *j0202 41+8/12 43+4/12 50 &describe body ground *bop -145 -ref *j0102 *j0202 &describe body model $ $ ~bem tube 45 1.25 ~pil tube 45 1.25 -soil sol1 -refi 50 $ beam ~bem *j0102 *j0202 beam ~pil *j0102 *bop $ &data soil sol1 mpy 45/30 mtz 3.1415*45*.0139 mqw 1440*.139 depth 0 py 0,0 .002,.5 .002,11 tz 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60 qw 0,-60 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60 depth 5.8 py 0,0 .033,.5 .033,1.5 .034,2 .034,50 depth 6.2 py 0,0 .255,.5 .384,1 .461,1.5 .513,2 .578,3 .617,4 .662,6 .687,8 + .709,11 .725,15 .737,20 .759,50 depth 10 py 0,0 .797,.5 1.293,1 1.631,1.5 1.876,2 2.208,3 2.423,4 2.683,6 + 2.835,8 2.974,11 3.080,15 3.158,20 3.309,50 depth 16.5 py 0,0 .878,.5 1.52,1 2.009,1.5 2.394,2 2.962,3 3.361,4 3.884,6 4.212,8 + 4.524,11 4.776,15 4.966,20 5.349,50 depth 301 py 0,0 .878,.5 1.52,1 2.009,1.5 2.394,2 2.962,3 3.361,4 3.884,6 4.212,8 + 4.524,11 4.776,15 4.966,20 5.349,50 tz 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60 qw 0,-60 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60 end $ 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 +++ =============================================== $ #load *j0202 *j0102 -1400 -local -len 0 -b 0 #load *j0202 *j0102 426.927 290.999 -1236.561 + 11075.672/12 -19449.881/12 -726.637/12 -len 0 -b 0 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 PIL|0002 *J0102 ~PIL SOL1 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 +++ ========================================================================= SOIL NAME IS SOL1 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 0.003 0.003 Y (Inches) 0.000 0.500 11.000 TZ SYMM T (Force/in) 0.000 0.491 0.983 1.474 1.965 1.965 1.867 Z (Inches) 0.000 0.012 0.030 0.048 0.120 0.240 1.000 T (Force/in) 1.769 1.769 Z (Inches) 2.000 60.000 QW UNSYMMQ (Force) 0.000 0.000 50.040 100.080 150.120 200.160 200.160 W (Inches) -60.000 0.000 0.012 0.030 0.048 0.120 0.240 Q (Force) 190.152 180.144 180.144 W (Inches) 1.000 2.000 60.000 5.80 PY SYMM P (Force/in) 0.000 0.049 0.049 0.051 0.051 Y (Inches) 0.000 0.500 1.500 2.000 50.000 6.20 PY SYMM P (Force/in) 0.000 0.382 0.576 0.692 0.770 0.867 0.926 Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000 P (Force/in) 0.993 1.031 1.063 1.087 1.105 1.138 Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000 10.00 PY SYMM P (Force/in) 0.000 1.196 1.939 2.447 2.814 3.312 3.635 Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000 P (Force/in) 4.024 4.253 4.461 4.620 4.737 4.964 Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000 16.50 PY SYMM P (Force/in) 0.000 1.317 2.280 3.014 3.591 4.443 5.042 Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000 P (Force/in) 5.826 6.318 6.786 7.164 7.449 8.024 Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000 301.00 PY SYMM P (Force/in) 0.000 1.317 2.280 3.014 3.591 4.443 5.042 Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000 P (Force/in) 5.826 6.318 6.786 7.164 7.449 8.024 Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000 TZ SYMM T (Force/in) 0.000 0.491 0.983 1.474 1.965 1.965 1.867 Z (Inches) 0.000 0.012 0.030 0.048 0.120 0.240 1.000 T (Force/in) 1.769 1.769 Z (Inches) 2.000 60.000 QW UNSYMMQ (Force) 0.000 0.000 50.040 100.080 150.120 200.160 200.160 W (Inches) -60.000 0.000 0.012 0.030 0.048 0.120 0.240 Q (Force) 190.152 180.144 180.144 W (Inches) 1.000 2.000 60.000 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 -------- -------- --------- --------- --------- --------- --------- --------- *BOP LCASE 0.000 0.000 0.000 0.000 0.000 0.000 *J0102 LCASE -1.287 -0.736 -0.189 0.115 -0.197 -0.007 *J0202 LCASE -3.361 -1.922 -0.693 0.115 -0.197 -0.007 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 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PIL|0002 *J0102 *BOP ~PIL LCASE 426.93 291.00 -1236.56 922.82 -1620.55 -60.54 Page 7 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 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PIL|0002 *J0102 *BOP ~PIL LCASE 0.00 0.13 1.49 119.14 7.51 12.25 19.76 0.80 Page 8 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PIL|0002 *J0102 *BOP ~PIL 426.93 291.00 -1236.56 922.82 -1620.55 -60.54 426.93 291.00 -1236.56 922.82 -1620.55 -60.54 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 +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 PILE PROPERTIES . . . . . . . . . . . . . . . . . . . 3 CLASS SOIL SUMMARY FOR CLASS ~PIL . . . . . . . . . . 4 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 5 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 6 PILE CHECK STANDARD . . . . . . . . . . . . . . . . . 7 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 8 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9