7/25/2019 ULS Design Functions
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ULS Analysis of Reinforced and Prestressed Sections
Units
Axial 2149,30 kN
Tension Face 1 Bottom
Force kN
Stress MPa
Moment kN.m
Dimensions mm
Code and Strength Reduction Factors
Design code 3 #NOMBRE?
Steel factor #NOMBRE?
Concrete factor 0,9 #NOMBRE?
Stress block 1 #NOMBRE?
* EC 2 calculations use c = 1.5; s = 1.15; cc = 1.0 The
resulting steel and concrete
strengths are multiplied by the reduction factors entered
above.
Phi Mu Eccentricity Depth Comp Depth of NA
kN.m mm mm mm
#NOMBRE? ########## #NOMBRE? #NOMBRE?
Section Details (enter layers from top face, or compressive face
for columns)
Layer Depth B1(top) B2(bottom) B3(top) B4(bottom) fcu
Strain at
compression
face Depth Dia No Es
Prestress
force/Strand
mm mm mm mm mm MPa mm mm MPa kN
10 0,0 153,6 32 0,0030 40,00 20 1 200000
15 153,6 239,8 83,49 20 2
20 239,8 316,1 175,00 20 2
25 316,1 385,2 300,00 20 2
30 385,2 447,2 425,00 20 2
50 447,2 519,6 516,51 20 2
50 519,6 565,7 560,00 20 1
50 565,7 591,6
50 591,6 600,0
50 600,0 591,6
50 591,6 565,7
50 565,7 519,6
50 519,6 447,2
30 447,2 385,2
25 385,2 316,1
20 316,1 239,8
15 239,8 153,6
10 153,6 0
Reinforcement and prestressConcrete Void Concrete Properties
Appl ied l oads
Results
Units
