### ASD Strength vs ASD Stress vs LRFD

are all LSD

### Why LRFD is more reliable?

### ASD

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**Allowable Stress Design **(ASD) is basically Allowable Strength Design. Both use service level loads and a safety factor to member strength.

ASD can mean either Allowable Stress Design or Allowable Strength Design. The Allowable Stress Design is the older or original designation which was used in the 9th Edition of the AISC Steel Construction Manual (1989 AISC) and the old ACI Concrete code (called Working Stress Design. Side note: working stress design can be helpful in reducing cracks and crack size. Therefore the method is sometimes still used in water applications). In these codes service level loads where applied to members. The stresses in the members where found and then checked against an allowable stress value which had a safety factor incorporated into it. Many ‘old timers’ will say that this used to give you more of a feel for the design as you better understood how the material and members where stressed.

**Allowable Stress Design**(ASD) is basically Allowable Strength Design. Both use service level loads and a safety factor to member strength.

### LRFD

**Load and Resistance Factor Design**(LRFD) uses factored loads and applies a reduction factor to member strength

**LRFD**which is also a Limit States Design methodology. This method uses a load factor to ‘factor up or down’ service level loads and also reduce member strength based on reliability and statistical data. When using LRFD you must design the strength based on the LRFD load combinations and factors however deflection should be based on service level loads, so you must keep track of your loads!

###

In the 2005 AISC both the ASD and LRFD methods for determining nominal strengths are presented side by side. The nominal strength will be the same for both methods and only the allowable strength will differ due to the fact that the safety factor applied for ASD and the reduction factor applied for LRFD will be different.

### LSD

**Limit States Design**(LSD) a design methodology where different failure mechanisms or states are checked and allowable strengths for each failure mechanism or state are determined. The controlling limit state is normally the one that results in the least available strength. This is more of a general term and includes ASD ’89, ASD 2005 and LRFD.

**= Generally refers to LRFD however the most new manuals which include ASD could be considered strength design methods as well. Meaning stresses are typically not calculated anymore…well they are but the end result is usually in terms of a members strength. In concrete you may also hear the term Ultimate Strength Design (where the old ’63 code used Working Stress Design) which is referring to LRFD.**

__Strength Design__

**Ultimate or Strength Level**= Generally strength or ultimate level loads refers to Factored Loads in LRFD design. Ultimate capacity is generally the Factored Resistance or Capacity of the member being designed with LRFD.

**Service Level**= Generally service level loads are used with ASD methods. They are also used when checking deflection for serviceability.

**= This is the strength of the member for a given limit state before any safety factor or reduction factor is applied to the member. This is used with ASD or LRFD and is normal given in manuals that present a “Unified Approach” aka they give you a nominal capacity then the user applies a safety factor or resistance factor.**

__Nominal Strength__

**Available Strength**= This is the strength of the member based on the nominal strength reduced by the applicable safety factor or reduction factor. In LRFD it is common to refer to this as the Ultimate Strength. In ASD it is commonly referred to as the Allowable Strength.

**Required Strength**= This is the strength required based on the applicable ASD or LRFD combination. The required strength should always be less than the available strength.

__= The reduction factor applied to the nominal strength as used in LRFD.__

**Resistance Factor****= This is the factor which reduces the nominal strength as used in ASD.**

__Safety Factor__
These terms can be confusing when your fresh out of school. Most likely in school you predominantly used LRFD design. However when you show up to work you may find some who still use a lot of ASD. Or you may see alot of old ASD example problems or even need or want to use it in your design. I will try to clear some of this up for you.

### ASD

**Allowable Stress Design**(ASD) is basically Allowable Strength Design. Both use service level loads and a safety factor to member strength.

ASD can mean either Allowable Stress Design or Allowable Strength Design. The Allowable Stress Design is the older or original designation which was used in the 9th Edition of the AISC Steel Construction Manual (1989 AISC) and the old ACI Concrete code (called Working Stress Design. Side note: working stress design can be helpful in reducing cracks and crack size. Therefore the method is sometimes still used in water applications). In these codes service level loads where applied to members. The stresses in the members where found and then checked against an allowable stress value which had a safety factor incorporated into it. Many ‘old timers’ will say that this used to give you more of a feel for the design as you better understood how the material and members where stressed.

###
**So Why LRFD?**

LRFD is a more reliable and statistical based method for predicting loads and material strengths. Whereas the allowable stress saftey factors where based on engineering judgement and past experiences. It is debated which will give you a more efficient design however it seems in most situations LRFD will produce a smaller sized beam based on strength but not always. Also serviceability and deflection control many designs, in which case both methods will yield the same result as the design is not base on strength at that point. So, LRFD is consider the most considered efficient and convenient method for desing of Reinforced Concrete Structures.

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