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7. Output
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Output file contents

p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 07:02:14 on 06-JUN-2024
jackup leg penetration assessment during preload according to ISO 19905-1 (2016)
(c) S.Kay Consultant, Leiderdorp, The Netherlands.
Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001]
and the ISO_19905_1 FAQ File [ref SKA/FAQ/001].

pidata:

gmdata:

spfdat:

ssidat:

resdat:

s__out:

iso_19905_1: nlines_errors : 5
iso_19905_1: nlines_warnings: 1

test_v_asc: elements 1 and 2 not in ascending order.
ERROR. spfdat: spudcan widths SP_B must be in ascending order.
ERROR. spfdat: SPUDCAN_MAT rows 1 and 2 give a near-vertical side [gradient v:h > 85deg];
ERROR. spfdat: spudcan full embdedment depth will be overestimated by 2.00m;
ERROR. spfdat: [? delete SPUDCAN_MAT last row & decrement NUMSP_BH].

WARNING. gmdata: soil layer # 1; BDEN=4.90 kN/m^3 is inconsistent with SU_BOT=26.30 kPa.

iso_19905_1: fatal error(s). STOP.

Terminal output

p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 07:02:14 on 06-JUN-2024
jackup leg penetration assessment during preload according to ISO 19905-1 (2016)
(c) S.Kay Consultant, Leiderdorp, The Netherlands.
Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001]
and the ISO_19905_1 FAQ File [ref SKA/FAQ/001].

PJ

iso_19905_1: nlines_errors : 5
iso_19905_1: nlines_warnings: 1

test_v_asc: elements 1 and 2 not in ascending order.
ERROR. spfdat: spudcan widths SP_B must be in ascending order.
ERROR. spfdat: SPUDCAN_MAT rows 1 and 2 give a near-vertical side [gradient v:h > 85deg];
ERROR. spfdat: spudcan full embdedment depth will be overestimated by 2.00m;
ERROR. spfdat: [? delete SPUDCAN_MAT last row & decrement NUMSP_BH].

WARNING. gmdata: soil layer # 1; BDEN=4.90 kN/m^3 is inconsistent with SU_BOT=26.30 kPa.

iso_19905_1: fatal error(s). STOP.

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End of output