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?
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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 =
.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.
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?
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 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%
Class Activity Consider an unreinforced concrete beam cross section with the dimensions (in inches) shown in the figure. The comcrete is sormal-weight with 6000 psi145Ib/f The section is subjected to a positive beading moment of 500 kip-ft about its horizontal axis causing compression and tension on the faces as shown. Assume the section remains elastic under this moment 15 Tension 20 Determine centroid of the section from the compression face. Answer: c-7.622 in (A) Determine moment of inertia of the...
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)...
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...
A beam is loaded by a shear force V. The beam cross-section is
shown below. The moment of inertia of the cross-section is 347.1
in4. The centroid of the cross-section is 6.25 inches
from the base. Determine:
a) the shear stress at point A.
b) the shear stress at point B.
c) the maximum shear stress in the cross-section.
V = 50 (kips)
The maximum shear stress at point A is _____(ksi)
The maximum shear stress at point B is...