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Based on the following specification, analyze the suitability of a section with size of 50 mm x 250 mm for a roof made of solid wood. Cd L S DL LL Fbo stress) Fbv stress) E = 1.15 (load duration factor) = 6 m (length of the beam) = 1 m (space between beams) = 0.5 kN/m² (dead load) = 1.0 kN/m² (live load) = 25 N/mm² (allowable bending Po = 4.5 N/mm² (allowable shear = 11500 N/mm2 (modulus of elasticity) = L/220 (allowable deflection)

Based on the following specification, analyze the suitability of a section with size of 50 mm x 250 mm for a roof made of solid wood. Cd L S DL LL Fbo stress) Fbv stress) E = 1.15 (load duration factor) = 6 m (length of the beam) = 1 m (space between beams) = 0.5 kN/m² (dead load) = 1.0 kN/m² (live load) = 25 N/mm² (allowable bending Po = 4.5 N/mm² (allowable shear = 11500 N/mm2 (modulus of elasticity) = L/220 (allowable deflection)

Structural Analysis
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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Based on the following specification, analyze the suitability of a section with size of 50 mm x 250 mm for a roof made of solid wood. Cd L S DL LL Fbo stress) Fbv stress) E = 1.15 (load duration factor) = 6 m (length of the beam) = 1 m (space between beams) = 0.5 kN/m² (dead load) = 1.0 kN/m² (live load) = 25 N/mm² (allowable bending Po = 4.5 N/mm² (allowable shear = 11500 N/mm² (modulus of elasticity) = L/220 (allowable deflection)
Transcribed Image Text:Based on the following specification, analyze the suitability of a section with size of 50 mm x 250 mm for a roof made of solid wood. Cd L S DL LL Fbo stress) Fbv stress) E = 1.15 (load duration factor) = 6 m (length of the beam) = 1 m (space between beams) = 0.5 kN/m² (dead load) = 1.0 kN/m² (live load) = 25 N/mm² (allowable bending Po = 4.5 N/mm² (allowable shear = 11500 N/mm² (modulus of elasticity) = L/220 (allowable deflection)
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