← Back
ExercisesOther

sezi01 sedati1

Study material for Mechanics of Solids and Structures II, shared by the Studwiz community and reviewed by moderators.

Mechanics of Solids and Structures IIOther

Document information

What's included in this study material

Study material for Mechanics of Solids and Structures II, shared by the Studwiz community and reviewed by moderators.

Import quality: text was extracted directly from the original document.

Extracted content from the document

Representative passages recognised in different parts of the material. The full extracted text remains available to search, while this compact preview makes the page easier to read.

Page 1

sezi01.001Sezione piena Nome: @ Adolfo Zavelani Rossi, Politecnico di Milano, vers.05.07.09 04.09.09 y,Ty My 34 8 0 θ,Mt z,N Mx mm x,Tx2680 BA C D EF Calcolo degli sforzi in * con forze baricentriche N = 93600 N Mx = 397000 Nmm σa = 500 N/mm 2 E = 200000 N/mm 2 G = 80000 N/mm 2 xG = yG = A = Jxx = Jyy = Jxy = Ju = Jv = α = σ(N) = σ(Mx)= σ = σI = σII = σtresca= σmises = σst.ven= ru = rv = ro = sezi01.002Sezione piena Nome: @ Adolfo Zavelani Rossi, Politecnico di Milano, vers.05.07.09 04.09.09 y,Ty My 34 8 0 θ,Mt z,N Mx mm x,Tx3480 BA C D EF Calcolo degli sforzi in * con forze baricentriche N = 97700 N Mx = 474000 Nmm σa = 500 N/mm 2 E = 200000 N/mm 2 G = 80000 N/mm 2 xG = yG = A = Jxx = Jyy = Jxy = Ju = Jv = α = σ(N) = σ(Mx)= σ = σI = σII = σtresca= σmises = σst.ven= ru = rv = ro = sezi01.003Sezione piena Nome: @ Adolfo Zavelani Rossi, Politecnico di Milano, vers.05.07.09 04.09.09 y,Ty My 34 8 0 θ,Mt z,N Mx mm x,Tx26140 BA C D EF Calcolo degli sforzi in * con forze baricentriche N = 128000 N Mx = 635000 Nmm σa = 500 N/mm 2 E = 200000 N/mm 2 G = 80000 N/mm 2 xG = yG = A = Jxx = Jyy = Jxy = Ju = Jv = α = σ(N) = σ(Mx)= σ = σI = σII = σtresca= σmises = σst.ven= ru = rv = ro = sezi01.004Sezione piena Nome: @ Adolfo Zavelani Rossi, Politecnico di Milano, vers.05.07.09 04.09.09 y,Ty My 34 8 0 θ,Mt z,N Mx mm x,Tx34140 BA C D EF Calcolo degli sforzi in * con forze baricentriche N = 129000 N Mx = 719000 Nmm σa = 500 N/mm 2 E = 200000 N/mm 2 G = 80000 N/mm 2 xG = yG = A = Jxx = Jyy = Jxy = Ju = Jv = α = σ(N) = σ(Mx)= σ = σI = σII = σtresca= σmises = σst.ven= ru = rv = ro =

Preview

First page of the document.

First page: sezi01 sedati1