Steel Table By R. Agor PDF In English

Steel Table Book PDF Free Download

Steel Table PDF Contents

  1. ROLLED STEEL EQUAL ANGLES
  2. ROLLED STEEL UNEQUAL ANGLES
  3. ROLLED STEEL TEE BARS
  4. ROLLED STEEL BEAMS
  5. ROLLED STEEL CHANNELS
  6. PROPERTIES OF TWO EQUAL ANGLES BACK TO BACK
  7. PROPERTIES OF TWO UNEQUAL ANGLES BACK TO BACK (LONGER LEGS)
  8. PROPERTIES OF TWO UNEQUAL ANGLES BACK TO BACK (SHORTER LEGS)
  9. PROPERTIES OF STARRED ANGLES TWO EQUAL ANGLES
  10. PROPERTIES OF STARRED ANGLES TWO UNEQUAL ANGLES
  11. SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (GIRDERS)
  12. SINGLE JOIST WITH CHANNEL AND PLATES ON BOTH FLANGES (COLUMNS)
  13. SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
  14. TWO JOISTS OF the SAME SIZE WITH CHANNELS FLANGES BUTTING AND WELDED (COLUMNS)
  15. TWO JOISTS OF SAME SIZE LACED OR BATTENED (COLUMNS)
  16. TWO COLUMNS OF SAME SIZE LACED OR BATTENED (COLUMNS)
  17. DOUBLE CHANNELS WITH FLANGES BUTTING AND WELDED TOE TO TOE (COLUMNS)
  18. EDGE DISTANCE OF HOLES
  19. PERMISSIBLE STRESS IN AXIAL COMPRESSION
  20. AREAS OF GROUP OF ROUND BARS
  21. PERIMETER OF ROUND BARS
  22. ROUND BARS
  23. SQUARE BARS
  24. MILD STEEL FLATS (WEIGHTS)
  25. MILD STEEL FLATS ( CROSS-SECTIONAL AREA)
  26. MOMENT OF INERTIA OF TWO FLANGES PER CENTIMETRE WIDTH ABOUT X-X AXIS
  27. MOMENT OF INERTIA OF ONE WEB PLATE ABOUT X-X AXIS
  28. REDUCTION OF AREA OF RIVET HOLES
  29. STRIP
  30. SHEET
  31. SAFE LOADS FOR SINGLE ANGLE STRUTS (SINGLE BOLT)
  32. SAFE LOADS FOR SINGLE ANGLE STRUTS (DOUBLE-BOLT)
  33. AREAS OF ROUND BARS IN SLABS PER METER WIDTH FOR DIFFERENT SPACINGS

SYMBOLS

a = Sectional area in sq cm

b = Width of flange

A = The longer leg of an unequal angle or one of the legs in the case of an equal angle

b = The shorter leg of an unequal angle or one of the legs in the case of an equal angle

Cxx = The lesser of the two extreme fiber distances from the X-X axis

Cyy = The lesser of the two extreme fiber distances from the Y-Y axis

D = Slope of flange

D = The outstanding of the bulb in the case of bulb angles

exz = Distance of extreme fiber from the X-X axis

Distance of extreme fibre from the Y-Y axis

g = Rivet gauge distance in the flange

91 = Rivet gauge distance in the web

h = Overall depth of the section

AuthorR. Agor
Language English
No. of Pages97
PDF Size48.8 MB
CategoryEducation

Steel Table Book PDF Free Download

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