A timber beam shown in the figure is made up of Sasalit (50% stress grade). Use LRFD. All thegiven loads shown in the figure below are unfactored service loadings only, it does not include the weight of the beam itself. R₁ WD = 6 KN/m W₁ = 3 KN/m 2 m PDL = 5 KN 1 m PLL = 3 KN 1 m 2) What is the unit weight of the given wood, in KN/m³? 4) What is the actual reaction R₁ in KN? R₂ 3) What is the unfactored weight of the beam itself in KN/m? 500 mm 800 mm

A timber beam shown in the figure is made up of Sasalit (50% stress grade). Use LRFD. All thegiven loads shown in the figure below are unfactored service loadings only, it does not include the weight of the beam itself. R₁ WD = 6 KN/m W₁ = 3 KN/m 2 m PDL = 5 KN 1 m PLL = 3 KN 1 m 2) What is the unit weight of the given wood, in KN/m³? 4) What is the actual reaction R₁ in KN? R₂ 3) What is the unfactored weight of the beam itself in KN/m? 500 mm 800 mm

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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