In the figure, the length L = 500 cm and the profile section is given, one end of which is fixed and one end is free. is exposed to the load. Find the maximum load (F = F critical) that the bar can carry without buckling under the given conditions? The material has a yield limit σ yield = 3000 daN / cm2 and elasticity modulus E = 2100000 daN / cm2. n = 0.25; Le = 2L

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In the figure, the length L = 500 cm and the profile section is given, one end of which is fixed and one end is free.
is exposed to the load. Find the maximum load (F = F critical) that the bar can carry without buckling under the given conditions?
The material has a yield limit σ yield = 3000 daN / cm2 and elasticity modulus E = 2100000 daN / cm2. n = 0.25; Le = 2L

(n: coefficient varying according to end connection types)

Şekilde uzunluğu L=500 cm ve profil kesiti verilmiş, bir ucu ankastre bir ucu serbest olan çubuk F basma
yüküne maruzdur. Verilen şartlar altında çubuğun burkulmadan taşıyabileceği maksimum yükü (F= Fik)
Malzemenin akma sınırı Oakma =3000 daN/cm2 ve Elastikiyet modülü E=2100000 daN/cm2 . n=0.25; Le=2L
bulunuz?
5 cm
E
1 cm
1 cm
10 cm
1 cm
7 cm
Profil Kesit
Transcribed Image Text:Şekilde uzunluğu L=500 cm ve profil kesiti verilmiş, bir ucu ankastre bir ucu serbest olan çubuk F basma yüküne maruzdur. Verilen şartlar altında çubuğun burkulmadan taşıyabileceği maksimum yükü (F= Fik) Malzemenin akma sınırı Oakma =3000 daN/cm2 ve Elastikiyet modülü E=2100000 daN/cm2 . n=0.25; Le=2L bulunuz? 5 cm E 1 cm 1 cm 10 cm 1 cm 7 cm Profil Kesit
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