• Memo 501 BSF CAPACITIES AND MINIMUM BEAM AND COLUMN DIMENSIONS
  
• Memo 502 BSF MAIN DIMENSIONS
  
• Memo 503 BSF REFERENCE LEVELS IN DESIGN
  
• Memo 504 BSF TOLERANCES
  
• Memo 505 BSF - TORSION
  
• Memo 506 BSF - Expansion joints
  
• Memo 507 BSF - SEISMIC PROPOSAL
  
• Memo 508 BSF CONNECTION SOLUTIONS
  
• Memo 509 BSF - WINTER CONDITIONS, FIRE PROTECTION & CORROSION
  
• Memo 510 BSF MARKING OF THE UNITS
  
• Memo 551 BSF A SHORT GUIDE TO BSF SLIDING INSERTS
  

• BSF CALCULATIONS
  
• Memo 521 BSF DESIGN OF REINFORCEMENT
  
• Memo 522a BSF 225 REINFORCEMENT IN BEAM END
  
• Memo 522b BSF 300 REINFORCEMENT IN BEAM END
  
• Memo 522c BSF 450 REINFORCEMENT IN BEAM END
  
• Memo 522d BSF 700 REINFORCEMENT IN BEAM END
  
• Memo 522e BSF 1100 REINFORCEMENT IN BEAM END
  
• Memo 523 BSF EXAMPLE REINFORCEMENT PATTERN IN COLUMN
  
• Memo 524 BSF – DESIGN OF REINFORCEMENT, UNITS USED IN PAIRS
  
• Memo 525 BSF DESIGN OF REINFORCEMENT CANTILEVERED BEAM BEAM
  
• Memo 526 BSF DESIGN OF REINFORCEMENT T CONNECTION BEAM BEAM
  
• Memo 527 BSF TWO SIDED T CONNECTION BEAM BEAM
  

• Memo 540 BSF - INSTLLATION ON SITE AND SEALING OF JOINT
  
• Memo 541 BSF – PLUMB POSITION OF BEAMS
  
• Memo 550 BSF PRACTICAL ADVICE FOR UNITS IN PAIRS
  
• Memo 552 BSF PRODUCTION