Situation 1| An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets. The property of the channel is given below: Depth, D = 225 mm Flange Thickness, t; = 9mm Flange Width, B, =112.5 mm Web Thickness, tw =9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t= 100 MPa on shear, for bearing, o,=200 MPa on single shear, o, =260MPa on double shear. a. Determine the maximum shearing stress on the beam in MPa b. Determine the flexural stress, in MPa, on the fiber above 30mm above N.A at distance 1m from A. c.Determine the shearing stress, in MPa, on the fiber above 30mm above N.A at distance 1m from A.

Situation 1| An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets. The property of the channel is given below: Depth, D = 225 mm Flange Thickness, t; = 9mm Flange Width, B, =112.5 mm Web Thickness, tw =9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t= 100 MPa on shear, for bearing, o,=200 MPa on single shear, o, =260MPa on double shear. a. Determine the maximum shearing stress on the beam in MPa b. Determine the flexural stress, in MPa, on the fiber above 30mm above N.A at distance 1m from A. c.Determine the shearing stress, in MPa, on the fiber above 30mm above N.A at distance 1m from A.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

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