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Weight to Volume relationships in soils
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Mohr's Circle for 2D Stresses
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3D Mohr's Circle
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Dodecahedron: Surface Area & Volume
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Hooke's Law
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Radius of Gyration in Structural Engineering
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Relationship between Young's modulus, bulk modulus and Poisson’s ratio
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Hot Air Balloons - Calculating Lifting Force
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Air Density and Specific Weight
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Civil Engineering
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Bushfire Attack Level Calculator to AS 3959-2018
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Structural Engineering
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AS/NZ
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231204-AS3600-slab_punching_shear
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ASCE710W_v2_4
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Wind Load (Any Height)
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CONCRETE SLAB ON GRADE ANALYSIS
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No more engineers? Understanding Australia’s engineering skills shortage
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Design Guide: Shear Wall to Australian Standards
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Steel Bracing Design For Limit State
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Timber Design Standards - Eurocode 5
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Timber Design Standards - AS1720 and AS1684
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Cement 101: What you need to know about this major construction material and it’s alternatives
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High strength structural steel and Its Properties
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Australia's Top Stadiums: Engineer's Perspective
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Hempcrete: Building Smart, Green, and for the Future
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Top 5 Innovative & Sustainable Materials that should be mainstream in the construction industry
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Low Heat Cement 101 And Its Alternatives
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Megaproject Spotlight: Constructing the World’s Longest Railway Tunnel
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17 Of The Most Important Equations You'll Ever Learn
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Concrete Slab-on-Grade Designer to AS3600
Concrete Slab on Grade Design to AS3600-2018
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Tensile Strength and Capacity Control of the W-Shape Sections According to AISC 360-16
AISC
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Concrete Cylinder Strength Vs Cube Strength
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EM Wave Propagation Calculator
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İKSA YAPILARI PROJELENDİRME HİZMET BEDELİ (2024)
iksa teklif fiyat hesabı-2023
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GEOTEKNİK RAPOR (EK-B) ASGARİ HİZMET BEDELİ (2024)
Geoteknik Rapor (ZTE) Teklif-2023
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Forward Kinematics of Robotic Arm with 6 Degrees of Freedom
DH_P
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İKSA YAPILARI PROJELENDİRME HİZMET BEDELİ (2023)
iksa teklif fiyat hesabı-2023
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Dezi et. al (2010)
Kinematik_Analitik_BoredPile
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Projectile motion
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Dezi, F., Carbonari, S., & Leoni, G. (2010). Kinematic bending moments in pile foundations. Soil Dynamics and Earthquake Engineering, 30(3), 119-132. https://doi.org/10.1016/j.soildyn.2009.10.001
makalesindeki hesaplarla elde edilecek kazık başlığında ve zemin-kaya geçişindeki kesitlerde oluşabilecek momentler.
(a) homojen profil ve (b) iki katmanlı zemin profili.
Kazık Çapı
D
:0.8mZemin Tabaka Kalınlığı
h
:54mPik Yer İvmesi
PGA
:0.35gZemin Kayma Dalgası Hızı:
Vs
:250m/s
Kazık Başlığında oluşacak Moment:
M(Vs,D,h,PGA)
:60.72kN mZemin-Kaya Arayüzü Moment:
Output
:350.93kN m