Part 3 Determine the bending moment acting at each of the following locations: (a) x = 1.45 m (ie, at support B) (b)x= 2.90 - m (ie, just to the left of external applied moment M) (c) x = 2.90 + m (ie, just to the right of external applied moment M) When entering your answers, use the bending moment sign convention. (a) M = (b) M = (c) M = Save for Later eTextbook and Media Part 4 x = M = i i i Save for Later Part 5 Find the location x and the corresponding bending moment Mat the one point between Band C at which the shear force equals zero. Use the correct sign convention for the bending moment. eTextbook and Media kN-m m kN-m kN-m kN-m Submit Answer attender kN-m Submit Answer Determine the maximum magnitude moment at any location along the beam, or the maximum absolute value of the internal moment at any location. Since you're entering a magnitude, enter a positive value regardless of whether the maximum magnitude moment is positive or negative. Mmas =

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Part 3,4,5

Part 3
Determine the bending moment acting at each of the following locations:
(a) x = 1.45 m (i.e., at support B)
(b)x= 2.90 m(i.e., just to the left of external applied moment M)
(c) x = 2.90 + m (i.e., just to the right of external applied moment M)
When entering your answers, use the bending moment sign convention.
(a) M =
(b) M =
(c)
Save for Later
Part 4
M =
eTextbook and Media
x =
M =
i
i
Part 5
i
Save for Later
i
Find the location x and the corresponding bending moment M at the one point between Band C at which the shear force equals
zero. Use the correct sign convention for the bending moment.
eTextbook and Media
kN-m
m
kN-m
kN-m
kN-m
Submit Answer
kN-m
Submit Answer
Determine the maximum magnitude moment at any location along the beam, or the maximum absolute value of the internal
moment at any location. Since you're entering a magnitude, enter a positive value regardless of whether the maximum magnitude
moment is positive or negative.
Mua =
Transcribed Image Text:Part 3 Determine the bending moment acting at each of the following locations: (a) x = 1.45 m (i.e., at support B) (b)x= 2.90 m(i.e., just to the left of external applied moment M) (c) x = 2.90 + m (i.e., just to the right of external applied moment M) When entering your answers, use the bending moment sign convention. (a) M = (b) M = (c) Save for Later Part 4 M = eTextbook and Media x = M = i i Part 5 i Save for Later i Find the location x and the corresponding bending moment M at the one point between Band C at which the shear force equals zero. Use the correct sign convention for the bending moment. eTextbook and Media kN-m m kN-m kN-m kN-m Submit Answer kN-m Submit Answer Determine the maximum magnitude moment at any location along the beam, or the maximum absolute value of the internal moment at any location. Since you're entering a magnitude, enter a positive value regardless of whether the maximum magnitude moment is positive or negative. Mua =
A W360 × 72 standard steel shape is used to support the loads shown on the beam in Figure A. The shape is oriented so that bending
occurs about the weak axis as shown in Figure B. Assume P = 5.7 kN, w = 15.6 kN/m, M = 44 kN-m, and a = 1.45 m. Consider
the entire 5.80 m length of the beam and determine:
(a) the maximum tensile bending stress at any location along the beam, and
(b) the maximum compressive bending stress at any location along the beam.
P
a
FIGURE A
B
a
M
*
W
2a
с
N
I
W360 × 72
FIGURE B
Transcribed Image Text:A W360 × 72 standard steel shape is used to support the loads shown on the beam in Figure A. The shape is oriented so that bending occurs about the weak axis as shown in Figure B. Assume P = 5.7 kN, w = 15.6 kN/m, M = 44 kN-m, and a = 1.45 m. Consider the entire 5.80 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam, and (b) the maximum compressive bending stress at any location along the beam. P a FIGURE A B a M * W 2a с N I W360 × 72 FIGURE B
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