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368
SOLUTION
Resultant Force. Referring to Fig. a,
4–137.
Replace the three forces acting on the plate by a wrench.
Specify the magnitude of the force and couple moment for
the wrench and the point P(x, y) where the wrench intersects
the plate.
5 m 3 m y
yx
x
P
C
B
z
FC fi {200j} N
FB fi { 300k} N
369
Ans:
Referring to Fig. a,
4–137. Continued
370
SOLUTION
4–138.
Replace the loading by an equivalent resultant force and
couple moment acting at point O.
9 ft
9 ft
O
50 lb/ft
/
Ans:
371
Ans:
4–139.
Replace the distributed loading with an equivalent resultant
force, and specify its location on the beam measured from
point O.
SOLUTION
O
3 m 1.5 m
3 kN/m
372
Ans:
SOLUTION
Equivalent Resultant Force. Summing the forces along the y axis by referring to
Fig. a
*4–140.
Replace the loading by an equivalent resultant force and
specify its location on the beam, measured from point A.
BA x
2 kN/m
5 kN/m
4 m 2 m
373
Ans:
4–141.
Currently eighty-five percent of all neck injuries are caused
by rear-end car collisions.To alleviate this problem, an
automobile seat restraint has been developed that provides
additional pressure contact with the cranium. During
dynamic tests the distribution of load on the cranium has
been plotted and shown to be parabolic. Determine the
equivalent resultant force and its location, measured from
point A.
A
w
B
x
wfi12(1 2x
2
)lb/ft
0.5 ft
12 lb/ft
18 lb/ft
SOLUTION
374
Ans:
SOLUTION
Equivalent Resultant Force. Summing the forces along the y axis by referring to
Fig.a,
4–142.
Replace the distributed loading by an equivalent resultant
force, and specify its location on the beam, measured from
the pin at A.
3 m3 m
AB
2 kN/m
4 kN/m
375
Ans:
SOLUTION
Equivalent Resultant Force. Summing the forces along the y axis by referring to
Fig. a,
4–143.
Replace this loading by an equivalent resultant force and
specify its location, measured from point O.
1.5 m2 m
4 kN/m
O
376
Ans:
*4–144.
The distribution of soil loading on the bottom of a
building slab is shown. Replace this loading by an
equivalent resultant force and specify its location, measured
from point O.
SOLUTION
12 ft 9ft
100 lb/ft
50 lb/ft
300 lb/ft
O
377
Ans:
SOLUTION
Equivalent Resultant Force And Couple Moment About Point O. Summing the
forces along the y axis by referring to Fig. a,
Summing the Moment about point O,
4–145.
Replace the loading by an equivalent resultant force and
couple moment acting at point O.
1.5 m 0.75 m 0.75 m
5 kN/m
O
378
Ans:
SOLUTION
Equivalent Resultant Force And Couple Moment About Point A. Summing the
forces along the y axis by referring to Fig. a,
4–146.
Replace the distributed loading by an equivalent resultant
force and couple moment acting at point A.
A
3
m
6 kN/m 6 kN/m
3 kN/m
B
379
Ans:
SOLUTION
4–147.
Determine the length b of the triangular load and its
position a on the beam such that the equivalent resultant
force is zero and the resultant couple moment is 8 kN
m
clockwise.
a
9 m
4 kN/m
A
b
2.5 kN/m
380
SOLUTION
Also, from the back of the book,
*4–148.
The form is used to cast a concrete wall having a width
of 5 m. Determine the equivalent resultant force the wet
concrete exerts on the form AB if the pressure distribution
due to the concrete can be approximated as shown. Specify
the location of the resultant force, measured from point B.
A
B
4 m
p
fi (4 ) kPa
pz2
1
381
Ans:
4–149.
If the soil exerts a trapezoidal distribution of load on the
bottom of the footing, determine the intensities w1and w2of
this distribution needed to support the column loadings.
SOLUTION
3.5 m2.5 m
1
m
60 kN 80 kN
50 kN
w2
382
4–150.
SOLUTION
Rep
ace t
e
oa
ng
y an equ
va
ent force an
coup
e
moment acting at point O.
O
7.5 m4.5 m
500 kN m
6kN/m15 kN