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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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, tf=9mm

Flange Width, B=112.5 mm 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

1. Determine the location of centroid, ȳ, from top of the beam in mm

225
P= 8
P= 10
9,- 18
H3
2 (m)
1 (m) .
4.50 (m)
1.50 (m)

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