محاسبه روابط مکانیک خاک و پی بصورت آنلاین
در سایت های زیر می توانید با وارد کردن مشخصات خاک و پی مورد نظر روابطی از جمله روابط ترزاقی مایرهوف هنسن در مورد پی سازی و یا روابط مکانیک خاک باولس را بطور آنلاین محاسبه کنید...
US2SI US Units to SI Units conversion
SI2US SI Units to US Units conversion
http://www.engs-comp.com/us2si/index.shtml
BOWLES2-3 Soil volume and density relationships
http://www.engs-comp.com/si2us/index.shtml
TERZAGHI Terzaghi's bearing-capacity equations
http://www.engs-comp.com/bowles2-3/index.shtml
MEYERHOF Meyerhof's bearing-capacity equations for inclined loads
http://www.engs-comp.com/terzaghi/index.shtml
HANSEN Hansen's bearing-capacity equations for eccentric loads
http://www.engs-comp.com/meyerhof/index.shtml
BUILDING Earth pressure on buildings
http://www.engs-comp.com/retbuilding/index.shtml
R C SLAB Reinforced concrete slab & wall design
http://www.engs-comp.com/rcslab/index.shtml
UNIVERSAL BEAMS Design of Universal Beams grade 300
http://www.engs-comp.com/unibeams/index.shtml
BLACK SCHOLES Option pricing and strategies
http://futuresandforex.info/strategies1.shtml
US2SI US Units to SI Units conversion
SI2US SI Units to US Units conversion
http://www.engs-comp.com/us2si/index.shtml
BOWLES2-3 Soil volume and density relationships
http://www.engs-comp.com/si2us/index.shtml
TERZAGHI Terzaghi's bearing-capacity equations
http://www.engs-comp.com/bowles2-3/index.shtml
MEYERHOF Meyerhof's bearing-capacity equations for inclined loads
http://www.engs-comp.com/terzaghi/index.shtml
HANSEN Hansen's bearing-capacity equations for eccentric loads
http://www.engs-comp.com/meyerhof/index.shtml
BUILDING Earth pressure on buildings
http://www.engs-comp.com/retbuilding/index.shtml
R C SLAB Reinforced concrete slab & wall design
http://www.engs-comp.com/rcslab/index.shtml
UNIVERSAL BEAMS Design of Universal Beams grade 300
http://www.engs-comp.com/unibeams/index.shtml
BLACK SCHOLES Option pricing and strategies
http://futuresandforex.info/strategies1.shtml
+ نوشته شده در پنجشنبه ۱۳۹۱/۰۷/۱۳ ساعت 13:59 توسط سيد ابراهيم موسوي نژاد
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