(NOS 2 – 13) PROBLEM 1. A timber beam shown in the figure is made up of Sasalit (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. 8.) What is the maximum actual moment in KN-m? 9) What is the actual maximum bending stress in MPa? 10) What is the actual maximum shearing stress in MPa? 11) What is the moment of inertia of the beam in mm4 with respect to x-axis? 12) What is the moment of inertia of the beam in mm4 with respect to y-axis? 13) The allowable deflection for beams is L/240, what is the allowable deflection in mm.? PDL = 5 KN 500 mm Wp =6 KN/m PLL = 3 KN WL =3 KN/m 800 mm R1 R2 2 m 1m 1 m

(NOS 2 – 13) PROBLEM 1. A timber beam shown in the figure is made up of Sasalit (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. 8.) What is the maximum actual moment in KN-m? 9) What is the actual maximum bending stress in MPa? 10) What is the actual maximum shearing stress in MPa? 11) What is the moment of inertia of the beam in mm4 with respect to x-axis? 12) What is the moment of inertia of the beam in mm4 with respect to y-axis? 13) The allowable deflection for beams is L/240, what is the allowable deflection in mm.? PDL = 5 KN 500 mm Wp =6 KN/m PLL = 3 KN WL =3 KN/m 800 mm R1 R2 2 m 1m 1 m

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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