HW13.4. Buckling hollow rectangle critical load The beam below has an elastic modulus E = 218...

 

 

 

 

 

 

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HW13.4. Buckling hollow rectangle critical load The beam below has an elastic modulus E = 218 MPa and a lenth L = 4.427 m. The cross-section of the beam is a hollow rectangle where a = 168 mm, 6 = 202 mm, and t = 40 mm. E = 218; % MPa L = 4.427; % m t = 40; % mm a = 168; % mm b = 202; % mm Find the critical load for a beam held in place with a fixed-fixed boundary condition. Per 49.6 kN e X0% HW13.4. Buckling hollow rectangle critical load The beam below has an elastic modulus E = 218 MPa and a lenth L = 4.427 m. The cross-section of the beam is a hollow rectangle where a = 168 mm, 6 = 202 mm, and t = 40 mm. E = 218; % MPa L = 4.427; % m t = 40; % mm a = 168; % mm b = 202; % mm Find the critical load for a beam held in place with a fixed-fixed boundary condition. Per 49.6 kN e X0%

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Givem Dafa Elastic nockelus E 218Ma 218 Nmm Lengt... View the full answer