From the bolted connection shown, it is subjected to a load P acting at 350 mm from the group of bolts which is spaced at 100 mm on centers. Using elastic method, and if P = 360 kN A. Which of the ff. most nearly gives the resultant load on the most stressed bolt in the eccentrically loaded connection using LRFD in KN. 111.30 123.40 137.10 143.90 130.50 B. Determine the polar moment of inertia of the a in mm42 DED des

International Edition---engineering Mechanics: Statics, 4th Edition
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Author:Andrew Pytel And Jaan Kiusalaas
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Chapter7: Dry Friction
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Problem 7.30P: Solve Prob. 7.29 if =0.
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From the bolted connection shown, it is subjected
to a load P acting at 350 mm from the
group of bolts which is spaced at 100 mm on
centers. Using elastic method, and if P = 360 kN
A. Which of the ff. most nearly gives the resultant
load on the most stressed bolt in the eccentrically
loaded connection using LRFD in KN.
111.30
123.40
137.10
143.90
130.50
B. Determine the polar moment of inertia of the
group of bolts using LRFD design in mm^2.
140 000
120 000
150 000
100 000
350
50
100
100
100
100
50
80 -
Transcribed Image Text:From the bolted connection shown, it is subjected to a load P acting at 350 mm from the group of bolts which is spaced at 100 mm on centers. Using elastic method, and if P = 360 kN A. Which of the ff. most nearly gives the resultant load on the most stressed bolt in the eccentrically loaded connection using LRFD in KN. 111.30 123.40 137.10 143.90 130.50 B. Determine the polar moment of inertia of the group of bolts using LRFD design in mm^2. 140 000 120 000 150 000 100 000 350 50 100 100 100 100 50 80 -
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