T-Bracket Beam Analysis 1

[E-N-E ENG]

What's the pull force on the top bolt in terms of the point load, F?

Need to determine the pull force on the top bolt to find the pre-load (T = k x F x d --> F = T / (k x d)) to ensure no separation.

Thank you folks!

 

[HTURKAK]

You may look to AISC Design Guide 1 Base Plate and Anchor Rod Design.
Assuming the base plate is rectangular or square , pull force P would be approximately P=8F/6= 1.33F.
Don't pull too much the concrete may break out. ( check probable failure modes).

 

[XR250]

You may look to AISC Design Guide 1 Base Plate and Anchor Rod Design.
Assuming the base plate is rectangular or square , pull force P would be approximately P=8F/6= 1.33F.
Don't pull too much the concrete may break out. ( check probable failure modes).

My guess is there is no concrete involved here.

 

[Tomfh]

4/3 F

 

[E-N-E ENG]

You may look to AISC Design Guide 1 Base Plate and Anchor Rod Design.
Assuming the base plate is rectangular or square , pull force P would be approximately P=8F/6= 1.33F.
Don't pull too much the concrete may break out. ( check probable failure modes).

[Moment load F x 8] / [distance from top bolt to bottom bolt 6] = 8F/6 = 4F/3

Correct explanation?

Thank you

 

[EngDM]

[Moment load F x 8] / [distance from top bolt to bottom bolt 6] = 8F/6 = 4F/3

Correct explanation?

Thank you

You bet

 

[E-N-E ENG]

Folks... trying to analyze this further:

At interface 1 - plate to SEPARATE (BOLT 1 IN TENSIONS)
At interface 2 - plate to COMPRESS (BOLT 2 IN MOMENT ??)

Is the BOLT 2 under MOMENT load (top half in tensions and bottom half in compression)?

Thank you

 

[Stress_Eng]

8 x F = (1x edge + 2 + 4) x T1 + (1x edge) x T2
T1 / T2 = (4 + 2 + edge) / edge (ratio of distances from free edge contact point)
T1 = tension load at bolt 1
T2 = tension load at bolt 2
edge = bolt edge distance
Take moments at bolt 2 free edge contact point