low, if the bolts are A325-N, % in diameter and the steel is A50 (F, = 50 ksi, F, = %3D eck bolt shear, R. eck bearing, R, eck plate tension, P -3/8 in 1/2 in 3/8 in

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Chapter2: Loads On Structures
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12. Determine the allowable connection strength of the bearing type connection shown
below, if the bolts are A325-N, ¾ in diameter and the steel is A50 (F, = 50 ksi, F, = 65 ksi).
%3D
%3D
Check bolt shear, R
Check bearing, R
Check plate tension, Pn
-3/8 in
1/2 in
3/8 in
P - 14 in
3 in
-2 1/2 in
Apply the applicable safety and resistance factors to get the allowable and design connection
strengths for ASD and LRFD and fill out the table below:
ASD
LRFD
Shear on Bolts
Shear on Bolts
Bearing on plates
Bearing on plates
Tension on Member - gross area
Tension on Member - gross area
Tension on Member- net area
Tension on Member - net area
Transcribed Image Text:12. Determine the allowable connection strength of the bearing type connection shown below, if the bolts are A325-N, ¾ in diameter and the steel is A50 (F, = 50 ksi, F, = 65 ksi). %3D %3D Check bolt shear, R Check bearing, R Check plate tension, Pn -3/8 in 1/2 in 3/8 in P - 14 in 3 in -2 1/2 in Apply the applicable safety and resistance factors to get the allowable and design connection strengths for ASD and LRFD and fill out the table below: ASD LRFD Shear on Bolts Shear on Bolts Bearing on plates Bearing on plates Tension on Member - gross area Tension on Member - gross area Tension on Member- net area Tension on Member - net area
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