KopfvorlageProdesign Engineering & ConstructionProject:
693NAG3 STR SEBES Position: / 8+1-1 \# ### 8Page abacus-PROGRAMMF E
T T V14.0ABARIB/24. 7.2014 Verifications According DIN/EC2Precast
BeamEC2/SAU/SUP/HLK/FAT/DBS File:...us\Beispiele\FETT\Fett_Calcul
Grinda Planseu Tip L l=3.11.dat11.25LC 4: Q1LoadsM 1 :
393.1138.85LC 1: G13.1180Longitudinal SectionLongitudinal SectionM
1 : 23M A T E R I A L S :Relevant Norm: EN 1992-1-1(Design
Situations: DS)Precast
Element:C50/60Ecm(N/mm2):37000.0eps.c2:-2.00Ec(To)(N/mm2):31715.0eps.c2u:-3.50DS:
Persistent+Transientfcd(N/mm2):33.3gamma.c:1.50fctm(N/mm2):4.1fctk005(N/mm2):2.9DS:
Fatiguefcd(N/mm2):33.3gamma.c:1.50Reinforcing
Steel:S500Es(N/mm2):200000.0eps.sy:2.17DS:
Persistent+Transientfyd(N/mm2):434.8gamma.s:1.15eps.su:25.00DS:
Fatiguefyd(N/mm2):500.0gamma.s:1.00Prevalues for Creep and
Shrinkage:at TimeTemperature(G)Humidity(%)tillTo3 Days:25TotillT130
Days:1580T1tillToo:50Precast Element :Consistency S2Cement N
(s=0.25)1 Web(s)Relaxation Coefficient Concrete:0.80SYSTEM
CHARACTERISTICS:CantileverSpanCantileverSpanL(m):0.003.110.00Width
of BearingB(m):20.0020.00Layers of Reinforc. Steel:(neg. Z: From
top of precast
element)LayerNumberAs(cm2)Asl(cm2)E(cm)Z(cm)Xa(m)Xe(m)152.0110.0513.04.00.0003.110223.146.2835.0-4.00.0003.110222.014.0210.0-4.00.0003.110Cross
Section:LayerBa(cm)Xa(m)Za(cm)Be(cm)Xe(m)Ze(cm)140.00.00080.040.03.11080.0240.00.00037.040.03.11037.0360.00.00037.060.03.11037.0460.00.0000.060.03.1100.0L
O A D C A S E S:LCAction TypeAlt.LC-Description1G1Dead
load4Q1UtilaDL:Distributed Load Q1,Q2(kN/m),PL:Concentrated Load
Q1(kN),MOM:Moment Q1(kNm)Dead Load G1 Calculated with Bulk Density
= 25.00 kN/m3LCAction Type
KindA(m)Q1B(m)Q2Ey(cm)1G1DL0.00029.0003.11029.0000.01G1DL0.0009.8503.1109.8500.04Q1DL0.00011.2503.11011.2500.0Automatic
Consideration of the Combination Factors nach EN 1991P/T:
Persistent+Transient DS, A: Accidental DSLs: Static
EquilibriumAction TypeDue to
gamma(P/T).sup(A).suppsi0psi1psi2r.infr.supG11.001.351.001.001.001.00Q10.001.501.000.700.500.30R
E A C T I O N S Az, Bz + - M O M E N T S Ta, Tb:LC Action
TypeAz(kN)Ta(kNm)Bz(kN)Tb(kNm) 1 G160.4120.00060.4120.000 4
Q117.4940.00017.4940.000max.Ad(P/T)107.7970.000107.7960.000Relevant
Longitudinal Stresses (SLS) sig(N/mm2):Grenzwerte Reinforcing Steel
S500Rare Combination0.80 * fyk0.80 * 500.0sig.s
