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Information Systems in Engineering and Artificial Intelligence Technology Approach
PRESTRESSED STYROFOAM HOLLOW CONCRETE ORTHOTROP STRUCTURAL SYSTEMS
Aşık Sistemler Y.oluk Sistem Aşık Sistemler tesis Sistemler panel Sistemler Köprü Sistemler
STRENGTH OF CONCRETE ACCORDING TO TIME, CONCRETE CLASS
CONCRETE MOLD and FORMWORK PIER
CONFORMITY TEST/QUALITY TEST RESULTS

1.TEST
DAY fs11 [N/mm2](MPa) fs12 [N/mm2](MPa) fs13 [N/mm2](MPa)
2.TEST
DAY fs21 [N/mm2](MPa) fs22 [N/mm2](MPa) fs23 [N/mm2](MPa)
Durability rate for mold(TSE 500)Safety coefficientks (TSE EN 206)

STRENGTH IS DESIRED DAY
DAY*
Not * On the concrete siding; The days when the temperature falls below +5 C do not join the account.

CONCRETE STANDART STRENGTH
fs=[N/mm2](MPa)
Not (Strength required for concrete formwork)=[N/mm2](MPa)
CONCRETE CLASS EUROCODE II - TSE EN 206
C
CONCRETE CHARACTERISTIC STRENGTH EUROCODE II - TSE EN 206
fck=[N/mm2](MPa)
CONCRETE CLASS ACCORDING TO SAFETY STRESS
BS
CONCRETE SAFETY STRESS
σcs=[kg/cm2]

panel Aşık Sayısal Tasarımı Yağmur Oluk Sayısal Tasarımı beton deney LKaynak UKaynak KutuKaynak
Türkçe YapıData Ürün Tasarımı Binalar Tesisler Köprüler Yüzeysel Temel Derin Temel Dayanma ve İstinat Yapıları Teknoloji DOKU TEORİSİ Referanslar iletişim teklif
LONG SPAN+++HEAVY LOAD+++HEAT AND SOUND INSULATION +++ NO MOLDS AND SCAFFOLDING +++ SHORT TIME+++ C60/75 +++ ECT.+++ MORE +++ QUALITY IS ECONOMICAL
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