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Concentrated loads of Px = 37 kips, Py = 23 kips, and Pz = 19 kips...
Problem 4. (20 pts) Concentrated loads of P-40 kips, Py-22 kips, and P. 16 kips are...
Problem 4. (20 pts) Concentrated loads of P-40 kips, Py-22 kips, and P. 16 kips are applied to the cantilever beam in the locations and directions shown in the figure. The beam cross section shown in the figure has dimensions of b-11 in. and h-3 in. Use a value of a-6.8 in a) Determine the first moment of area to be used about the x-axis. (Q) b) Determine the first moment of area to be used about the y-axis. (a)...
P12.010 (Multistep) Concentrated loads of Pr = 2600 N, Pv-2400 N, and P. = 2000 N...
P12.010 (Multistep) Concentrated loads of Pr = 2600 N, Pv-2400 N, and P. = 2000 N are applied to the cantilever beam in the locations and directions shown in Figure A. The beam cross section shown in Figure B has dimensions of b-90 mm and d = 35 mm using a value of a 79 mm, determine the normal and shear stresses at a) point Hand (b) point K. Show these stresses on a stress element. ho FIGURE A FIGURE...
The cantilever beam is subjected to a concentrated load of P = 29 kips. The cross-sectional dimen...
The cantilever beam is subjected to a concentrated load of
P = 29 kips. The cross-sectional dimensions of the
wide-flange shape are shown in the second figure. Assume
yH=3.4 in., yK=1.6 in.,
d=10.6 in., tw=0.323 in.,
tf=0.507 in., bf=6.12 in.
Determine:
The cantilever beam is subjected to a concentrated load of P 29 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume y,-3.4 in., Ук_ 1.6 in., d-10.6 in., t,-0.323 in., tf-0.507 in., bf-6.12...
The cantilever beam is subjected to a concentrated load of P = 52 kips. The cross-sectional...
The cantilever beam is
subjected to a concentrated load of P = 52 kips. The
cross-sectional dimensions of the wide-flange shape are shown in
the second figure. Assume yH = 3.2 in.,
yK = 1.8 in., d = 10.8 in.,
tw = 0.354 in., tf = 0.414
in., bf = 6.62 in. Determine:
(a) the shear stress τH at point H, which is located 3.2
in. below the centroid of the wide-flange shape.
(b) the maximum horizontal shear stress τmax...
Chapter 15, Supplemental Question 152 A 2.5-in.-diameter solid aluminum post is subjected to a horizontal force of Px = 8.8 kips, a vertical force of Py = 19.3 kips, and a concentrated torque of T = 4...
Chapter 15, Supplemental
Question 152 A 2.5-in.-diameter solid aluminum post is subjected to
a horizontal force of Px = 8.8 kips, a vertical force of Py = 19.3
kips, and a concentrated torque of T = 4.2 kip-ft, acting in the
directions shown. Assume L = 3 in. The yield strength of the
aluminum is 49 ksi, and a minimum factor of safety of FSmin = 1.67
is required by specification. Consider points H and K, and
determine whether the...
The cantilever beam is subjected to a concentrated load of P = 35 kips. The cross-sectional...
The cantilever beam is subjected to a concentrated load of P = 35 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH = 4.6 in., ?? 1.8 in, d = 14.6 in., tw= 0.307 in., tf= 0.331 in., br= 7.55 in. Determine: (a) the shear stress tH at point H, which is located 4.6 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress Tmax in the wide-flange shape...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....
A cantilever beam supports the
loads shown. The cross-sectional dimensions of the shape are also
shown. Assume LAB = 4.0 ft,
LBC = 12.0 ft, w = 1620 lb/ft,
P = 2550 lb, b = 16 in., d = 6 in.,
t = 0.50 in. Determine
(a) the maximum horizontal shear stress.
(b) the maximum compression bending stress.
(c) the maximum tension bending stress.
Chapter 9, Supplemental Question 043 (GO Tutorial) A cantilever beam supports the loads shown. The cross...
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB-2.5 ft, LBc 7.5 ft, w 1500 lb/ft, P-2100 lb, b-15 in., d-8 in., t 0.45 in. De...
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB-2.5 ft, LBc 7.5 ft, w 1500 lb/ft, P-2100 lb, b-15 in., d-8 in., t 0.45 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress BC MB Answers: ksi ƠC,ma,- (b) ksi ƠT,max= (c)
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....
Part 1 Correct Three loads are applied to the cantilever beam shown. The cross-sectional dimensions of...
Part 1 Correct Three loads are applied to the cantilever beam shown. The cross-sectional dimensions of the beam are shown in second figure. Assume a = 10 in, h = 2 in., k =3 in, e = 4 in., P = 26 kips, Q = 21 kips, R = 10 kips, b = 9 in., and d - 13 in (a) Determine the normal and shear stresses at point K. (b) Determine the principal stresses and maximum in-plane shear stress...
Problem 4. (20 pts) Concentrated loads of P-40 kips, Py-22 kips, and P. 16 kips are applied to the cantilever beam in the locations and directions shown in the figure. The beam cross section shown in the figure has dimensions of b-11 in. and h-3 in. Use a value of a-6.8 in a) Determine the first moment of area to be used about the x-axis. (Q) b) Determine the first moment of area to be used about the y-axis. (a)...
P12.010 (Multistep) Concentrated loads of Pr = 2600 N, Pv-2400 N, and P. = 2000 N are applied to the cantilever beam in the locations and directions shown in Figure A. The beam cross section shown in Figure B has dimensions of b-90 mm and d = 35 mm using a value of a 79 mm, determine the normal and shear stresses at a) point Hand (b) point K. Show these stresses on a stress element. ho FIGURE A FIGURE...
The cantilever beam is subjected to a concentrated load of
P = 29 kips. The cross-sectional dimensions of the
wide-flange shape are shown in the second figure. Assume
yH=3.4 in., yK=1.6 in.,
d=10.6 in., tw=0.323 in.,
tf=0.507 in., bf=6.12 in.
Determine:
The cantilever beam is subjected to a concentrated load of P 29 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume y,-3.4 in., Ук_ 1.6 in., d-10.6 in., t,-0.323 in., tf-0.507 in., bf-6.12...
The cantilever beam is
subjected to a concentrated load of P = 52 kips. The
cross-sectional dimensions of the wide-flange shape are shown in
the second figure. Assume yH = 3.2 in.,
yK = 1.8 in., d = 10.8 in.,
tw = 0.354 in., tf = 0.414
in., bf = 6.62 in. Determine:
(a) the shear stress τH at point H, which is located 3.2
in. below the centroid of the wide-flange shape.
(b) the maximum horizontal shear stress τmax...
Chapter 15, Supplemental
Question 152 A 2.5-in.-diameter solid aluminum post is subjected to
a horizontal force of Px = 8.8 kips, a vertical force of Py = 19.3
kips, and a concentrated torque of T = 4.2 kip-ft, acting in the
directions shown. Assume L = 3 in. The yield strength of the
aluminum is 49 ksi, and a minimum factor of safety of FSmin = 1.67
is required by specification. Consider points H and K, and
determine whether the...
The cantilever beam is subjected to a concentrated load of P = 35 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yH = 4.6 in., ?? 1.8 in, d = 14.6 in., tw= 0.307 in., tf= 0.331 in., br= 7.55 in. Determine: (a) the shear stress tH at point H, which is located 4.6 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress Tmax in the wide-flange shape...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"
A cantilever beam supports the
loads shown. The cross-sectional dimensions of the shape are also
shown. Assume LAB = 4.0 ft,
LBC = 12.0 ft, w = 1620 lb/ft,
P = 2550 lb, b = 16 in., d = 6 in.,
t = 0.50 in. Determine
(a) the maximum horizontal shear stress.
(b) the maximum compression bending stress.
(c) the maximum tension bending stress.
Chapter 9, Supplemental Question 043 (GO Tutorial) A cantilever beam supports the loads shown. The cross...
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB-2.5 ft, LBc 7.5 ft, w 1500 lb/ft, P-2100 lb, b-15 in., d-8 in., t 0.45 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress BC MB Answers: ksi ƠC,ma,- (b) ksi ƠT,max= (c)
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....
Part 1 Correct Three loads are applied to the cantilever beam shown. The cross-sectional dimensions of the beam are shown in second figure. Assume a = 10 in, h = 2 in., k =3 in, e = 4 in., P = 26 kips, Q = 21 kips, R = 10 kips, b = 9 in., and d - 13 in (a) Determine the normal and shear stresses at point K. (b) Determine the principal stresses and maximum in-plane shear stress...
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