1. A W14 x 68 beam is subjected to a bending moment of 950 kip in and a vertical shear of 35.2 kips at a particular poin

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1. A W14 x 68 beam is subjected to a bending moment of 950 kip in and a vertical shear of 35.2 kips at a particular poin

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1 A W14 X 68 Beam Is Subjected To A Bending Moment Of 950 Kip In And A Vertical Shear Of 35 2 Kips At A Particular Poin 1
1 A W14 X 68 Beam Is Subjected To A Bending Moment Of 950 Kip In And A Vertical Shear Of 35 2 Kips At A Particular Poin 1 (9.01 KiB) Viewed 58 times
1 A W14 X 68 Beam Is Subjected To A Bending Moment Of 950 Kip In And A Vertical Shear Of 35 2 Kips At A Particular Poin 2
1 A W14 X 68 Beam Is Subjected To A Bending Moment Of 950 Kip In And A Vertical Shear Of 35 2 Kips At A Particular Poin 2 (15.89 KiB) Viewed 58 times
1. A W14 x 68 beam is subjected to a bending moment of 950 kip in and a vertical shear of 35.2 kips at a particular point.
b. (8 pts) Determine the normal and shear stress at the junction of the flange and web. c. (7 pts) Sketch Mohr's circle and determine the largest principal stress at the junction
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