Problem No. 4. The frame shown is supported by a shear pin (diameter, d, ultimate shear Tu in ksi) and by a tie-rod AB. Both the tie-rod and the pin are to be sized with a factor of safety of FS = N (see table), Properties are listed on the table. Determine the diameter dr of bar AB if W is 10 kN. Also, determine the diameter p of pin at C. Yield Ultimate Strength Stress of of the rod the pin, is σΥ, GPa Factor of SET L1 L2 L3 Safety, N Tu, GPa 1.75 m 3.00m 1.50 m 3.00m A 0.50 0.34 3.0 2.5m В 0.75 0.45 2.75 2.5m C 0.65 0.50 2.8 2.00 m 3.00m 2.5m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem No. 4.
The frame shown is supported by a shear pin
(diameter, d, ultimate shear Tu in ksi) and by a tie-rod AB. Both the
tie-rod and the pin are to be sized with a factor of safety of FS = N (see
table), Properties are listed on the table. Determine the diameter dr
of bar AB if W is 10 kN. Also, determine the diameter p of pin at C.
Yield
Ultimate
Strength
Stress of
Factor of
SET
L1
L2
L3
of the rod
the pin,
Safety, N
is Oy, GPa
Tu, GPa
A
0.50
0.34
3.0
1.75 m
3.00m
2.5m
В
0.75
0.45
2.75
1.50 m
3.00m
2.5m
C
0.65
0.50
2.8
2.00 m 3.00m
2.5m
dp
В
View a-a of C
Transcribed Image Text:Problem No. 4. The frame shown is supported by a shear pin (diameter, d, ultimate shear Tu in ksi) and by a tie-rod AB. Both the tie-rod and the pin are to be sized with a factor of safety of FS = N (see table), Properties are listed on the table. Determine the diameter dr of bar AB if W is 10 kN. Also, determine the diameter p of pin at C. Yield Ultimate Strength Stress of Factor of SET L1 L2 L3 of the rod the pin, Safety, N is Oy, GPa Tu, GPa A 0.50 0.34 3.0 1.75 m 3.00m 2.5m В 0.75 0.45 2.75 1.50 m 3.00m 2.5m C 0.65 0.50 2.8 2.00 m 3.00m 2.5m dp В View a-a of C
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