PDL = 5 KN 500 mm Wp =6 KN/m WL = 3 KN/m. PLL = 3 KN 800 mm R1 R: 2 m 1m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A timber beam shown in the figure is made up of Kamagong (50% stress grade). Use LRFD. All the given loads shown in the figure below are unfactored service loadings only, it does not include the weight of the beam itself.

What is the moment of inertia of the beam in mm4 with respect to x-axis?

PDL = 5 KN
500 mm
PLL = 3 KN
Wp =6 KN/m
800 mm
WL =3 KN/m
R:
R1
2 m
1m
1 m
Transcribed Image Text:PDL = 5 KN 500 mm PLL = 3 KN Wp =6 KN/m 800 mm WL =3 KN/m R: R1 2 m 1m 1 m
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