Mass: 12935.554 Da / Num. of mol.: 1 Source method: isolated from a genetically manipulated source Source: (gene. exp.) Bacillus subtilis (bacteria) / Gene: yqbF / Plasmid: pET21 / Production host: Escherichia coli (E. coli) / Strain (production host): BL21 (LAmbda DE3) PMGK / References: UniProt: P45922
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Experimental details
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Experiment
Experiment
Method: SOLUTION NMR
NMR experiment
Conditions-ID
Experiment-ID
Solution-ID
Type
1
1
1
3D 13C-separated NOESY
1
2
2
3D 15N-separated NOESY
1
3
3
4D 13C-separated NOESY
NMR details
Text: THE STRUCTURES ARE BASED ON A TOTAL OF 1719 RESTRAINTS. 1536 are NOE-DERIVED; INTRA-RESIDUE [i=j] = 268; SEQUENTIAL [(I-J)=1] = 437 MEDIUM RANGE [10.1 ANG = 0; AVERAGE RMS DISTANCE VIOLATION / ...Text: THE STRUCTURES ARE BASED ON A TOTAL OF 1719 RESTRAINTS. 1536 are NOE-DERIVED; INTRA-RESIDUE [i=j] = 268; SEQUENTIAL [(I-J)=1] = 437 MEDIUM RANGE [1<(I-J)<5] = 387; LONG RANGE [(I-J)>=5] = 444; HYDROGEN BOND RESTRAINTS = 42 (2 PER H-BOND); NUMBER OF NOE RESTRAINTS PER RESIDUE = 16.3 (RESIDES 2-47,57-104); DIHEDRAL-ANGLE RESTRAINTS = 141 (70 PHI, 71 PSI); TOTAL NUMBER OF RESTRAINTS PER RESIDUE = 18.3 (RESIDES 2-47,57-104); NUMBER OF LONG RANGE RESTRAINTS PER RESIDUE = 4.7 NUMBER OF STRUCTURES COMPUTED = 20; NUMBER OF STRUCTURES USED = 20. AVERAGE DISTANCE VIOLATIONS >0.1 ANG = 0; AVERAGE RMS DISTANCE VIOLATION / CONSTRAINT = 0.06 ANGSTROMS.; MAXIMUM DISTANCE VIOLATION 0.05 ANG. AVERAGE DIHEDRAL ANGLE VIOLATIONS: >10 DEG = 0 MAX DIHEDRAL ANGLE VIOLATION = 0.5 DEG. AVERAGE RMS ANGLE VIOLATION / CONSTRAINT = 0.003 DEG. RMSD VALUES: BACKBONE ATOMS (N,C,C', RESIDUES 2-47 = 0.5 ANG; ALL HEAVY ATOMS = 0.9 ANG (RESIDUES 2-47) RMSD VALUES: BACKBONE ATOMS (N,C,C', RESIDUES 2-47 = 0.7 ANG; ALL HEAVY ATOMS = 1.3 ANG (RESIDUES 57-98) PROCHECK (RESIDUES 2-47,57-104): MOST FAVORED REGIONS = 89% ADDITIONAL ALLOWED REGIONS = 10%; GENEROUSLY ALLOWED REGIONS = 0%; DISALLOWED REGIONS = 1%. 6 NON-NATIVE N-TERMINAL RESIDUES (MAGDPL) AND 8 C-TERMINAL RESDIUES, INLUDING THE HIS TAG, (LEHHHHHH) WERE INCLUDED IN THE STRUCTURE CALCULATION.
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