Answered: PDL = 5 KN 500 mm Wp =6 KN/m WL = 3…

Engineering

Civil Engineering

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

Section: Chapter Questions

Problem 1P

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Question

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

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