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A secondary timber member in a warehouse is made of seasoned MGP10 grade timber. The length of the member is 3.0 m. The applied tension loadings to be considered are: 5 kN (permanent) (dead load) 5 kN (permanent) (live load) 5 kN (wind load) The designer is going to use 6 bolts of 10mm at each end connection in two rows. The holes should be 1mm more than bolt diameter. The ware house is located in Darwin. According to AS1720, is the section of 140x45mm adequate to resist the applied tension forces or not?

A secondary timber member in a warehouse is made of seasoned MGP10 grade timber. The length of the member is 3.0 m. The applied tension loadings to be considered are: 5 kN (permanent) (dead load) 5 kN (permanent) (live load) 5 kN (wind load) The designer is going to use 6 bolts of 10mm at each end connection in two rows. The holes should be 1mm more than bolt diameter. The ware house is located in Darwin. According to AS1720, is the section of 140x45mm adequate to resist the applied tension forces or not?

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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A secondary timber member in a warehouse is made of seasoned MGP10 grade timber. The length of the member is 3.0 m. The applied tension loadings to be considered are: 5 kN (permanent) (dead load) 5 kN (permanent) (live load) 5 kN (wind load) The designer is going to use 6 bolts of 10mm at each end connection in two rows. The holes should be 1mm more than bolt diameter. The ware house is located in Darwin. According to AS1720, is the section of 140x45mm adequate to resist the applied tension forces or not?
Transcribed Image Text:A secondary timber member in a warehouse is made of seasoned MGP10 grade timber. The length of the member is 3.0 m. The applied tension loadings to be considered are: 5 kN (permanent) (dead load) 5 kN (permanent) (live load) 5 kN (wind load) The designer is going to use 6 bolts of 10mm at each end connection in two rows. The holes should be 1mm more than bolt diameter. The ware house is located in Darwin. According to AS1720, is the section of 140x45mm adequate to resist the applied tension forces or not?
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