The dimensions for the W 21x62
beam cross section (shown below) are in inches: tf =
.615, tw = .4, bf = 8.24, d = 21. Point
E located on the top surface. What is the bending stress
at point E if the internal moment acting on the cross section is
136.4 kip.ft.
Homework Answers
![(2) J twx (d-ate] Ixx = INP [bfixera bexld-2.44) 11 + 12 12 کرراه ۵۰ = 0.4*k1-2x0.6153 8,24219 12 8.24*(31-2x04 + 12 12 S305](http://img.homeworklib.com/questions/aedb3ed0-068c-11eb-b9e4-698f71f3e954.png?x-oss-process=image/resize,w_560)
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The dimensions for the W 21x62
beam cross section (shown below) are in inches: tf =...
The dimensions for the W 21x62 beam cross section (shown below) are in inches: tf =...
The
dimensions for the W 21x62 beam cross section (shown below) are in
inches: tf = .615, tw = .4, bf =
8.24, d = 21. What is the maximum transverse shear stress on the
beam cross section if the shear force acting on it is 5.2 kip?
Point E у tw 15 kips 1 bf Point F
The dimensions for the W 21x62 beam cross section (shown below) are in inches: tf =...
The dimensions for the W 21x62 beam cross section (shown below)
are in inches: tf = .615, tw = .4,
bf = 8.24, d = 21. What is the maximum transverse shear
stress on the beam cross section if the shear force acting on it is
5.2 kip?
0.706 ksi
0.25 ksi
0.365 ksi
1.023 ksi
Point E у tw 15 kips 1 bf Point F
The dimensions for the W 21x62 beam cross section (shown below) are in inches: tf =...
The dimensions for the W 21x62
beam cross section (shown below) are in inches: tf =
.615, tw = .4, bf = 8.24, d = 21. What is the
moment of inertial I about the neutral axis?
Point E у tw 15 kips 1 bf Point F
The steel beam has the cross section shown. The beam length is L = 24 ft,...
The steel beam has the cross section shown. The beam length is L = 24 ft, and the cross-sectional dimensions are d = 18.6 in., bf = 9.1 in., tf = 0.615 in., and tw 0.305 in. Calculate the maximum bending stress in the beam if wo = 7.5 kips/ft. у В Answer: omax ksi = the tolerance is +/-2%
9 The cross-section of a beam is shown below. The top rectanular piece of the cross-section...
9 The cross-section of a beam is shown below. The top rectanular piece of the cross-section is a steel section 6 inches wide by 8 inches deep. The dimensions of the member are shown below in the table. The cross-section is loaded in bending by a moment about the zz-axis. The allowable bending stress of the cross-section is 36 (ksi). Determine: a) the elastic centroid of the cross-section. b) the yield moment. c) the plastic centroid of the cross-section d)...
The cross-section of a beam is shown below. The top rectanular piece of the cross-section is...
The cross-section of a beam is shown below. The top rectanular
piece of the cross-section is a steel section 6 inches wide by 8
inches deep. The dimensions of the member are shown below in the
table. The cross-section is loaded in bending by a moment about the
zz-axis. The allowable bending stress of the cross-section is 42
(ksi).
Determine:
a) the elastic centroid of the cross-section.
b) the yield moment.
c) the plastic centroid of the cross-section
d) the...
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...
For the beam cross-section shown below and for an internal shear force Va150 kips and internal...
For the beam cross-section shown below and for an internal shear force Va150 kips and internal bending moment M 1,400 kip-in: opiem 3 3.1) Calculate the moment of inertia of the beam about the x-axis. 3.2) Calculate the maximum bending st 10 Points ress in the section. Indicate on the section where the maximum stress occurs. Points 3.3) Calculate the average shear stress over the cross-section
4. (30%) For a beam with a T-section as shown, the cross-sectional dimensions of 12 mm....
4. (30%) For a beam with a T-section as shown, the cross-sectional dimensions of 12 mm. The centroid is 75 mm, h = 90 mm, t the beam are b 60 mm, h, at C and c 30 mm. At a certain section of the beam, the bending moment is M 5.4 kN m and the vertical shear force is V= 30 kN. (a) Show that the moment of inertia of the cross-section about the z axis (the neutral axis)...
points) The cross-section of the beam below is the same as in questions 3. Given this cros ion determine the follow...
points) The cross-section of the beam below is the same as in questions 3. Given this cros ion determine the following: a. (5 points) Find the normal stress acting at point A if M900 f"lb b. (5 points) Find the maximum compression stress acting on the c. (5 points) Find the maximum tension stress acting on the beami d. (5 points) If the maximum allowable stress is 5 ksi in either tension or compression determine the maximum bending moment M...
The
dimensions for the W 21x62 beam cross section (shown below) are in
inches: tf = .615, tw = .4, bf =
8.24, d = 21. What is the maximum transverse shear stress on the
beam cross section if the shear force acting on it is 5.2 kip?
Point E у tw 15 kips 1 bf Point F
The dimensions for the W 21x62 beam cross section (shown below)
are in inches: tf = .615, tw = .4,
bf = 8.24, d = 21. What is the maximum transverse shear
stress on the beam cross section if the shear force acting on it is
5.2 kip?
0.706 ksi
0.25 ksi
0.365 ksi
1.023 ksi
Point E у tw 15 kips 1 bf Point F
The dimensions for the W 21x62
beam cross section (shown below) are in inches: tf =
.615, tw = .4, bf = 8.24, d = 21. What is the
moment of inertial I about the neutral axis?
Point E у tw 15 kips 1 bf Point F
The steel beam has the cross section shown. The beam length is L = 24 ft, and the cross-sectional dimensions are d = 18.6 in., bf = 9.1 in., tf = 0.615 in., and tw 0.305 in. Calculate the maximum bending stress in the beam if wo = 7.5 kips/ft. у В Answer: omax ksi = the tolerance is +/-2%
9 The cross-section of a beam is shown below. The top rectanular piece of the cross-section is a steel section 6 inches wide by 8 inches deep. The dimensions of the member are shown below in the table. The cross-section is loaded in bending by a moment about the zz-axis. The allowable bending stress of the cross-section is 36 (ksi). Determine: a) the elastic centroid of the cross-section. b) the yield moment. c) the plastic centroid of the cross-section d)...
The cross-section of a beam is shown below. The top rectanular
piece of the cross-section is a steel section 6 inches wide by 8
inches deep. The dimensions of the member are shown below in the
table. The cross-section is loaded in bending by a moment about the
zz-axis. The allowable bending stress of the cross-section is 42
(ksi).
Determine:
a) the elastic centroid of the cross-section.
b) the yield moment.
c) the plastic centroid of the cross-section
d) the...
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...
For the beam cross-section shown below and for an internal shear force Va150 kips and internal bending moment M 1,400 kip-in: opiem 3 3.1) Calculate the moment of inertia of the beam about the x-axis. 3.2) Calculate the maximum bending st 10 Points ress in the section. Indicate on the section where the maximum stress occurs. Points 3.3) Calculate the average shear stress over the cross-section
4. (30%) For a beam with a T-section as shown, the cross-sectional dimensions of 12 mm. The centroid is 75 mm, h = 90 mm, t the beam are b 60 mm, h, at C and c 30 mm. At a certain section of the beam, the bending moment is M 5.4 kN m and the vertical shear force is V= 30 kN. (a) Show that the moment of inertia of the cross-section about the z axis (the neutral axis)...
points) The cross-section of the beam below is the same as in questions 3. Given this cros ion determine the following: a. (5 points) Find the normal stress acting at point A if M900 f"lb b. (5 points) Find the maximum compression stress acting on the c. (5 points) Find the maximum tension stress acting on the beami d. (5 points) If the maximum allowable stress is 5 ksi in either tension or compression determine the maximum bending moment M...
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