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3thanol
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Hello I hope you can help me and give me some guidance, hopefully I have posted this in the correct section of the forum.
I need to calculate the moment on the attached drawing, and the loads then transferred to the base material, if it is shear, tensile or an oblique/combined load. some guidance would be much appreciated. Ultimately how would I calculate the maximum load the stud can take before flexing/deforming.
I am hoping for a formula that should any variables change like length, diameter, steel strength or yield etc, I can change them on the relevant parts of the formula.
I am not sure how to calculate this as you can see.
some details that I know that might be required.
Length of of stand off = 98mm
Load (Vsd) 2kN or 2000 N shear
Anchor embedment = 125mm
Anchor dia = M16
Yield Strength = 420
Stressed cross section = 157
Elastic section modules = 277.5
Characteristic bending moment = 200
Recommended bending moment = 81.6
the only thing I can see and tried to calculate is the moment itself, again I am not sure if this is correct or even coming out right because I cannot find any working examples.
Mt = (length/moments without restraint) x Vsd = (98/1) x 2000 N = 196000 Nm or 19.6kNm
I don't know if this is correct or if I am starting of in the right direction, or where to go next with it? any help really appreciated...
I need to calculate the moment on the attached drawing, and the loads then transferred to the base material, if it is shear, tensile or an oblique/combined load. some guidance would be much appreciated. Ultimately how would I calculate the maximum load the stud can take before flexing/deforming.
I am hoping for a formula that should any variables change like length, diameter, steel strength or yield etc, I can change them on the relevant parts of the formula.
I am not sure how to calculate this as you can see.
some details that I know that might be required.
Length of of stand off = 98mm
Load (Vsd) 2kN or 2000 N shear
Anchor embedment = 125mm
Anchor dia = M16
Yield Strength = 420
Stressed cross section = 157
Elastic section modules = 277.5
Characteristic bending moment = 200
Recommended bending moment = 81.6
the only thing I can see and tried to calculate is the moment itself, again I am not sure if this is correct or even coming out right because I cannot find any working examples.
Mt = (length/moments without restraint) x Vsd = (98/1) x 2000 N = 196000 Nm or 19.6kNm
I don't know if this is correct or if I am starting of in the right direction, or where to go next with it? any help really appreciated...
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