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Problem Set 3

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‫ را از سری تمرینات زیر حل کرده و حداکثر تا روز‬8 ‫ و‬5 ،4 ‫ مسائل‬:2 ‫تمرین سری سوم مقاومت‬

.‫ اسفند تحویل دهید‬26 ‫شنبه‬2

1. The curved portion of the bar shown has


an inner radius of 20 mm. Knowing that
the allowable stress in the bar is 150 MPa,
determine the largest permissible distance
“a” from the line of action of 3-kN force
to the vertical plane containing the center
of curvature of the bar.

2. Prove that for the triangle cross section R =


h⁄
2
r2 r
⁄hln 2⁄r1 −1
Knowing that P=10 kN, determine the stress at
points A and B.

3. For the crane hook shown, determine


the largest tensile stress in section a-a.

4. The split ring shown in figure has an inner radius


r1=20mm and a circular cross section of diameter
d=15 mm. Each of the P=5 kN is applied at the
centroid of the cross section. Find the stress at
points m and m'.
5. Determine the greatest magnitude
of the applied forces P if the
allowable stress in compression is
50 MPa and allowable stress in
tension is 120 MPa.

6. Knowing that M=25 kN.m, determine


the stress at point A and B.

7- The curved bar shown has a circular cross


section of 32-mm diameter. Determine the
largest couple M that can be applied to the
bar about a horizontal axis if the
maximum stress is not to exceed 60 MPa.

8- The elbow of the pipe has an outer


radius of 0.75 in. and inner radius of
0.63 in. If the assembly is subjected
to the moments of M=25 Ib. in.,
determine the maximum stress
developed at section a- a.
9- While in flight, the curved rib on the jet
plane is subjected to an anticipated
moment of M =16 N.m at the section.
Determine the maximum bending stress in
the rib at this section, and sketch a two-
dimensional view of the stress distribution.

10- The curved beam is subjected to a


bending moment of M=900 N.m as
shown. Determine the stress at points A,
B, and C and show the stress on a volume
element located at each of these points.

11- The bracket shown in figure is


constructed from material with
50mm×25mm rectangular cross-
section and it supports a vertical
load of 10KN at C. Determine the
magnitude of stresses set up at A and
B. What percentage error would be
obtained if the simple bending
theory were applied?

12- Compare stresses in a 50 by 50 mm rectangular bar subjected to end


moments of 2083 N.m in three special cases: (a) straight beam, (b) beam
curved to a radius of 250 mm along the centroidal axis, i.e., r= 250 mm, and
(c) beam curved to r = 75mm.
13- The machine component shown
has a trapezoidal cross section with a=120
mm and b=60 mm. determine the stress at
point A and B if P=40 kN.

14- For the curved bar and loading


shown, determine the stress at point A
when (a) r1 = 100 mm, (b) r1 =
150 mm.

15- The bar shown has a circular cross section of 15 mm


diameter.
a) Knowing that the allowable stress is 55 MPa, determine
the largest permissible distance “a” from the line of action
of the 200-N force to the plane containing the center of
curvature of the bar.

b) Knowing that a = 30 mm, determine the stress at points


A & B.
16- The split ring shown has an inner radius r1
and circular cross section of diameter d = 32mm.
For the loading shown, determine the stress at
points A & B in two different cases:
a) r1 = 20 mm b) r1 = 16 mm

‫ سطح خنثی به صورت‬R ‫ شعاع‬،‫ نشان دهید اگر مقطع یک تیر خمیده شامل دو یا چند مستطیل باشد‬18
:‫زیر قابل بیان خواهد بود‬

A
R=
r b1 r b2 r b3
ln [( 2 ) ( 3 ) ( 4 ) ]
r1 r2 r3

)‫ مساحت کل مقطع است‬A (

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