0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on the beam is 100 (not include self weight) & the live load is 200KN. useØ25mm&Use effective cover in top& bottom=60mm, use fc' = 27.6 Mpa, fy = 414Mpa. Pive=200kN kN D.L= 100 m2 d= 550mm 275mm 3m Зт

0:Design the steel reimforcement for flexural for the beam shown m the kN fig.below The dead load on the beam is 100 (not include self weight) & the live load is 200KN. useØ25mm&Use effective cover in top& bottom=60mm, use fc' = 27.6 Mpa, fy = 414Mpa. Pive=200kN kN D.L= 100 m2 d= 550mm 275mm 3m Зт

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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For the given wooden beam, determine: a) the maximum shear stress in the wood. Vmax=3530.8 N, Iz=287239583.3 mm4 Answer: 0.2017MPa
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Situation 11 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 Width, B=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw9 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 sheer, a-260MPa on double shear. Determine the maximum flexural stress on the beam in MPa. Determine the maximum shearing stress on the beam in MPa.
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