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A timber company has designed a series of beams by bonding the top and bottom flanges to the edges of the vertical web at the two interfaces shown below. Determine the maximum shear stress Tmaz and the shear stress at each of the adhesive joints. The vertical shear force is V = 3800 lbf. LA L4 + LA L₁ -L₂ -

A timber company has designed a series of beams by bonding the top and bottom flanges to the edges of the vertical web at the two interfaces shown below. Determine the maximum shear stress Tmaz and the shear stress at each of the adhesive joints. The vertical shear force is V = 3800 lbf. LA L4 + LA L₁ -L₂ -

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
529.7 Ttop-joint= 78.375 Thottom-joint = 113.62 psi ? ✓ 100% psi psi ? *0% →x0% ?*0%
Transcribed Image Text:529.7 Ttop-joint= 78.375 Thottom-joint = 113.62 psi ? ✓ 100% psi psi ? *0% →x0% ?*0%
A timber company has designed a series of beams by bonding the top and bottom flanges to the edges of the vertical web at the two interfaces shown below. Determine the maximum shear stress Tmar and the shear stress at each of the adhesive joints. The vertical shear force is V = 3800 lbf. L4 Given: • L₁ = 6 in • L₂= 3.1 in L3 8.75 in L4 = 1.05 in LA LA 0 L1 -L₂ → L2 L3
Transcribed Image Text:A timber company has designed a series of beams by bonding the top and bottom flanges to the edges of the vertical web at the two interfaces shown below. Determine the maximum shear stress Tmar and the shear stress at each of the adhesive joints. The vertical shear force is V = 3800 lbf. L4 Given: • L₁ = 6 in • L₂= 3.1 in L3 8.75 in L4 = 1.05 in LA LA 0 L1 -L₂ → L2 L3
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Mechanical Engineering homework question answer, step 1, image 1

L1=6 inL2=3.1 inL3=8.75 inL4=1.05 in

The vertical shear force is V=3800 lbf

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