75 mm 75 mm Consider the construction shown in the figure below. 40 kN and the factor of safety against failure is 2. For normal stress acting parallol to the fibers, the wood has a normal falure stress of fail 42 MPa, and for shoar stress acting parallol to the fibors, the shoaor foiluro stross is ai10.5 MPa. Negloct friction Part A Determine the roquired minimum thicknoss t of member AB. t-Number mm Part B Determine the required edge distance b of the framo Number mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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English
NL
75 mm
75 mm f
Consider the construction shown in the figure below. 40 KN and the factor of
safety against failure is 2.
For normal stress acting parallel to the fibers, the wood has a normal failure stress of
fai42 MPa, and for shoar stress acting parallel to the fibers, the shoar fallure
stress is ai10.5 MPa. Neglect friction
fail
Part A
Determine the roquirod minimum thickness t of member AB
t- Number
mm
Part B
Determine the required edge distance b of the frame
Number
mm
Transcribed Image Text:English NL 75 mm 75 mm f Consider the construction shown in the figure below. 40 KN and the factor of safety against failure is 2. For normal stress acting parallel to the fibers, the wood has a normal failure stress of fai42 MPa, and for shoar stress acting parallel to the fibers, the shoar fallure stress is ai10.5 MPa. Neglect friction fail Part A Determine the roquirod minimum thickness t of member AB t- Number mm Part B Determine the required edge distance b of the frame Number mm
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