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Singly Reinforce Concrete

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SINGLY REINFORCED BEAM By limit state method of design
DIFFERENT METHODS OF DESIGN OF CONCRETE ,[object Object],[object Object],[object Object],[object Object]
LIMIT STATE METHOD OF DESIGN ,[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
TYPES OF REINFORCED CONCRETE BEAMS ,[object Object],[object Object],[object Object]
SINGLY REINFORCED BEAM ,[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object]
STRESS BLOCK PARAMETERS ,[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
 
[object Object],[object Object],[object Object],[object Object]
MAXIMUM DEPTH OF NEUTRAL AXIS ,[object Object],[object Object],[object Object]
MAXIMUM DEPTH OF NEUTRAL AXIS f y N/mm 2 x m 250 0.53 d 415 0.48 d 500 0.46 d
LIMITING VALUE OF TENSION STEEL AND MOMENT OF RESISTANCE ,[object Object],[object Object],[object Object],[object Object]
LIMITING MOMENT OF RESISTANCE VALUES, N MM Grade of concrete Grade of steel Fe 250 steel Fe 450 steel Fe 500 steel General 0.148 f ck bd 0.138 f ck bd 0.133 f ck bd M20 2.96 bd 2.76 bd 2.66 bd M25 3.70 bd 3.45 bd 3.33 bd M30 4.44 bd 4.14 bd 3.99 bd
TYPES OF PROBLEM ,[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],f y x m 415 0.48d 500 0.46d
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],f y x m 250 0.53d 415 0.48d
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

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Singly Reinforce Concrete

  • 1. SINGLY REINFORCED BEAM By limit state method of design
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  • 16. MAXIMUM DEPTH OF NEUTRAL AXIS f y N/mm 2 x m 250 0.53 d 415 0.48 d 500 0.46 d
  • 17.
  • 18. LIMITING MOMENT OF RESISTANCE VALUES, N MM Grade of concrete Grade of steel Fe 250 steel Fe 450 steel Fe 500 steel General 0.148 f ck bd 0.138 f ck bd 0.133 f ck bd M20 2.96 bd 2.76 bd 2.66 bd M25 3.70 bd 3.45 bd 3.33 bd M30 4.44 bd 4.14 bd 3.99 bd
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