RCA Flashcards
Steps in WORKING STRESS DESIGN METHOD
STEP 1: Convert the steel area into an equivalent concrete area
STEP 2: Determine ๐ by the by moment of area
STEP 3: Compute the allowable moment corresponding to the stress limit for concrete
STEP 4: Compute the allowable moment corresponding to the stress limit for steel
STEP 5: The smaller value of ๐(๐๐๐๐๐ค) will govern
Modular elasticity/ratio formula
๐=๐ธ๐ /๐ธ๐
STEP 2 formula (Determine ๐ by the by moment of area)
๐๐ฅ (๐ฅ/2) =๐๐ด๐ (๐โ๐ฅ)
Allowable moment corresponding to the stress limit for concrete
๐๐๐๐๐๐ค = ๐ถ (๐โ1/3 ๐ฅ)
where: ๐ถ= 1/2 ๐๐ฅ(0.45๐โฒ๐)
Allowable moment corresponding to the stress limit for steel
๐๐๐๐๐๐ค = ๐ (๐โ1/3 ๐ฅ)
where: ๐ = ๐๐ ๐ด๐
_______ is accurate only for elastic materials and is considered an obsolete design philosophy for RC.
WSD (Working Stress Design)
USD (Ultimate Stress Design) is also called
Strength Design
WSD (Working Stress Design)
Alternate Design Method
NSCP 2015 emphasizes the use of _____
USD
Based on the empirical evidence the stress-strain relationship of both concrete and steel is _______________
inelastic
USD Basic assumptions (for concrete)
Concrete on the tension side is assumed to be cracked at ultimate strength. Strain at the extreme concrete fiber is 0.003 at ultimate strength.
Strain at the extreme concrete fiber is ____ at ultimate strength.
0.003
USD Basic assumptions (for steel)
Steel stress is ๐๐=๐ฌ๐๐๐ when the strain is less than the yield strain.
Steel stress is ๐๐=๐๐ when the strain is greater than the yield strain.
Capacity point is reached when the strain in the farthest concrete fiber reaches 0.003. At such point, the stress in the equivalent uniform concrete stress block can be assumed to be ____ of the concrete compressive strength from tests
85%
In LRFD, load effects are enlarged by _________; while resistance or capacity is reduced by ___________. The separate set of factors for load effects and capacity recognizes the differing statistical nature of each.
-load factors
-strength factors
In ASD, the primary design parameter is the ______________.
maximum stress
In ASD, The applied stress is compared to nominal strength divided by a safety factor greater than ____. The safety factor varies depending on the member designed and other conditions.
1
______ is the newer and more empirically accurate philosophy
LRFD
____ usually results in a more conservative (but less economical) design than _____
- ASD
- LRFD
Inputs in structural analysis
E
I
other member properties
loads
constraints