A system of bars is loaded by axial loads as shown. Determine:
a) the normal stress in each bar
b) the deflection of point D with respect to point A.
Loads: F1 = 45 (kips), F2 = 24 (kips), F3 = 14 (kips)
The normal stress:
BAR AB = _____(ksi)
BAR BC = _____(ksi)
BAR CD = _____ (ksi)
The axial deflection:
BAR AB = _____ (in.)
BAR BC= _____ (in.)
BAR CD = _____ (in.)
The deflection of point D with respect to point A = ______(in.)
can someone help me with this civil engineering problem please?
Homework Answers
![A A B 3 ( ) (14-24 +45)35 kips. 35 kips K usins TAB 35 = > 9 (275)+(25)3] Tension. PAB = 33.9531 kip linz S = TAB xd 33.9531](http://img.homeworklib.com/questions/0f790a50-ebb5-11ea-a1b8-7358c0bacd5a.png?x-oss-process=image/resize,w_560)
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A system of bars is loaded by axial loads as shown.
Determine:
a) the normal stress...
A system of bars is loaded by axial loads as shown. Determine: a) The normal stress...
A
system of bars is loaded by axial loads as shown. Determine:
a) The normal stress in each bar
b) The deflection of point D with respect to point A
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A system of bars is loaded by torqes as shown. Determine: a) the shear stress in...
A system of bars is loaded by torqes as shown. Determine:
a) the shear stress in each bar.
b) the twist of pont D with respect to point a. Assume that all
three bars have a modulus of rigidity of 11,500 ksi.
External Torques:
T1 = 575 (lb-in.)
T2 = 500 (lb-in.)
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system of bars is loaded by axial loads as shown. Determine:
a) The normal stress in each bar
b) The deflection of point D with respect to point A
(25 pts.) A system of bars is loaded by axial loads as shown. Determine: the normal stress in each bar the deflection of point D with respect to point A. oads: F1 = 45 (kips), F2 = 20 (kips), F3 = 10 (kips) The normal stress: BAR AB = (ksi)...
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A system of bars is loaded by torqes as shown. Determine:
a) the shear stress in each bar.
b) the twist of pont D with respect to point a. Assume that all
three bars have a modulus of rigidity of 11,500 ksi.
External Torques:
T1 = 575 (lb-in.)
T2 = 500 (lb-in.)
T3 = 1100 (lb-in.)
Shear Stress:
The shear stress in bar AB is _____ (psi)
The shear stress in bar BC is ______ (psi)
The shear stress in...
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Please show all work for each step taken. Thank You.
y loaded rod shown with area-2 in2, modulus E-10E6 psi, lengths: LAB-6 in and Lac- 12 lb and Fc 40 lb find the axial stress in sections AB and BC of the rod and the deflection at point C (2 points each).
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