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CE 313 (20)
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Lecture 19

CE 313 Lecture 19: Class Lecture Notes Premium

3 Pages
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Department
Civil Engineering
Course Code
CE 313
Professor
Morrison

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Description
Stresses in Bams Problem 6.3-16 A rectangular hvmber veam AE has cross sectional dimensions avd locucu Shouon. PEtermine the fi exural stress distribution. on the cross section at C,mulie cu 2 sletch of this stress distribu hon and deteremme tine total uormpvessive force ut mess secton. 200 FBD N 12 luN on3 C20 Comm 6.67 Io nnm minn 6.67 CT 52 KN Stresses in Bams Problem 6.3-16 A rectangular hvmber veam AE has cross sectional dimensions avd locucu Shouon. PEtermine the fi exural stress distribution. on the cross section at C,mulie cu 2 sletch of this stress distribu hon and deteremme tine total uormpvessive force ut mess secton. 200 FBD N 12 luN on3 C20 Comm 6.67 Io nnm minn 6.67 CT 52 KNo em 63-12 A voice flange beam wim overnavngs is shonn Petermine he maximum tensile stress antine Cross section at C Neglect weight of 2uip to in h bin 6 Lei benin. FBD Zuip Sh
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