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Regular Expression
r"
(?:CRITERION SUMMARY.*?\n)(.*?)(?:\n{2}|\.PLOT PAGE)
"
gims
Input 1
New
Fr. 180 135.000f -1,320.8 45 -2,911.4 8,472.3 27 31,259.0 Fr. 184 138.000f -1,032.5 44 -2,367.4 4,966.8 20 25,416.1 Fr. 189 141.750f -689.6 41 -1,687.4 1,530.8 8 18,112.6 FPP 143.250f -421.6 30 -1,415.4 697.3 5 15,191.2 ------------------------------------------------------------------------------ LONG. STRENGTH - PORT CONDITION CRITERION SUMMARY Largest Shear/limit: 47.3% at 140.000f Largest Bending Moment/limit: 32.4% at 130.572f (Hogging) Largest Shear: 2,094.1 MT at 120.000f Largest Bending Moment: -42,063 MT-m. at 76.500f (Sagging) .PLOT PAGE D&T=19-11-15 11:25:20 PAG= 398 P&V=GHS 14.62B TIT=Vuyk Engineering Rotterdam B.V. TIT=MV FJELL - IMO 8766296 HDG=6.09 - BALLASTING - STEP 9\ HDG=DAMAGE CONDITION\ CAT= DAM= with FLOODING UNT=M. MT CU.M. ORV=Base plane SPG= 1.025 STD WAV= 0 L
Substitution
Fr. 180 135.000f -1,320.8 45 -2,911.4 8,472.3 27 31,259.0 Fr. 184 138.000f -1,032.5 44 -2,367.4 4,966.8 20 25,416.1 Fr. 189 141.750f -689.6 41 -1,687.4 1,530.8 8 18,112.6 FPP 143.250f -421.6 30 -1,415.4 697.3 5 15,191.2 ------------------------------------------------------------------------------ LONG. STRENGTH - PORT CONDITION CRITERION SUMMARY Largest Shear/limit: 47.3% at 140.000f Largest Bending Moment/limit: 32.4% at 130.572f (Hogging) Largest Shear: 2,094.1 MT at 120.000f Largest Bending Moment: -42,063 MT-m. at 76.500f (Sagging) .PLOT PAGE D&T=19-11-15 11:25:20 PAG= 398 P&V=GHS 14.62B TIT=Vuyk Engineering Rotterdam B.V. TIT=MV FJELL - IMO 8766296 HDG=6.09 - BALLASTING - STEP 9\ HDG=DAMAGE CONDITION\ CAT= DAM= with FLOODING UNT=M. MT CU.M. ORV=Base plane SPG= 1.025 STD WAV= 0 L