STRENGTH DESIGN METHOD
Let therefore,
Let and (steel yields at failure)
If the steel does not yield at failure (larger steel ratios)
From the above quadratic equation value of c can be determine...
Then and
Design actions (forces/moments)
It can be noted above that the actual geometric shape of the
concrete compressive...
In the ACI 318 methodology, the actual stress distribution is
replaced by an equivalent one of simple rectangular outline....
Balanced Condition:
Under-reinforced Beams:
(such that steel yields before balanced condition is reached)
ACI provisions f...
Simple relations for analysis of singly reinforced beam
, where
For practice design purposes the relationships can be writ...
Design Aids:
Strength Design Method
Strength Design Method
Strength Design Method
Strength Design Method
Strength Design Method
Strength Design Method
Strength Design Method
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Strength Design Method

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Strength Design Method

  1. 1. STRENGTH DESIGN METHOD Let therefore, Let and (steel yields at failure)
  2. 2. If the steel does not yield at failure (larger steel ratios) From the above quadratic equation value of c can be determined When c and are known the moment capacity can be calculated by At balance failure the concrete strain reaches and steel stress is (i.e. )
  3. 3. Then and Design actions (forces/moments) It can be noted above that the actual geometric shape of the concrete compressive stress distribution varies considerably and that, in fact, one need not know this shape exactly, provided one does know two things: 1. the magnitude C of the resultant of the concrete compressive stresses and 2. the location of this resultant. Information on these two quantities was obtained from the results of experiment al research and expressed in the two parameters and .
  4. 4. In the ACI 318 methodology, the actual stress distribution is replaced by an equivalent one of simple rectangular outline. The intensity of this equivalent constant stress and its depth are easily calculated from the two conditions that (1) the total compression force C and (2) its location, i.e., distance from the top fiber, must be the same in the equivalent rectangular as in the actual stress distribution. From above fig. the first condition gives: from which, , with and . The second condition simply requires that in the equivalent rectangular stress block, the force C be located at the same distance from the top fiber as in the actual distribution. It follows that . , and
  5. 5. Balanced Condition: Under-reinforced Beams: (such that steel yields before balanced condition is reached) ACI provisions for under-reinforced beams: The ACI code ensures use of under reinforced beams by further encouraging use of higher reduction factors for larger values of yield strains in the reinforcement ( at ) The corresponding steel ration is given by:
  6. 6. Simple relations for analysis of singly reinforced beam , where For practice design purposes the relationships can be written as: By imposing the strength reduction factor
  7. 7. Design Aids:

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