For the beam and loading shown, design the cross section of the beam knowing that the grade of timber used has an allowable normal stress of 12 MPa. 3 kN/m 150 mm IC -24 1m 1.2 m- Fig. P12.61

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.2.4P
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For the beam and loading shown, design the cross section of the beam knowing that the grade of
timber used has an allowable normal stress of 12 MPa.
3kN/m
130 mm
IC
24 m
Fig. P12.61
Transcribed Image Text:For the beam and loading shown, design the cross section of the beam knowing that the grade of timber used has an allowable normal stress of 12 MPa. 3kN/m 130 mm IC 24 m Fig. P12.61
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