Consider the following values in the given beam above: L1 = 6 m L2 = 3 m L3=3m L4 = 3 m L5 = 2 m L6 = 1 m W1 = 60 kN/m W2 = 20 kN/m P = 30 kN M = 40 kN-m External support reactions: RA= RC = RF = The shear and moment at point B are The moment at point C is The moment at point D is KN KN KN kN-m. kN-m. The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is kN and SKOOLI FRD SKOOLL Coupe THAT ASEHERO kN-m. kN-m. It is located at KN. kN-m. CYZJUTC W1 nocB TUTORMERSI C NOT FOREUPLO 7 TUTORME, ARSIT LATFOR LOADING: TO, SKIL1, TUTOREYZ, TUTL2E, VARSITY TUT L3 WYZANT, ETC. NOT FOR REUPLOADING ON ANY TUTORIAL kN-m. 10, ZUTORME VAR ON ANY TUT P IRS WYZANT, ON ANY TUTOR ORSAYZANT EL ON ANY TUTORIAL TORS AYZANT ET kN-m, respectively. ITO DYZANT RE 2 m ON ANY LS C m from point A. W2 EL4 NOT LIMITED TO MIEGO F L5 G L6 H
Consider the following values in the given beam above: L1 = 6 m L2 = 3 m L3=3m L4 = 3 m L5 = 2 m L6 = 1 m W1 = 60 kN/m W2 = 20 kN/m P = 30 kN M = 40 kN-m External support reactions: RA= RC = RF = The shear and moment at point B are The moment at point C is The moment at point D is KN KN KN kN-m. kN-m. The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is kN and SKOOLI FRD SKOOLL Coupe THAT ASEHERO kN-m. kN-m. It is located at KN. kN-m. CYZJUTC W1 nocB TUTORMERSI C NOT FOREUPLO 7 TUTORME, ARSIT LATFOR LOADING: TO, SKIL1, TUTOREYZ, TUTL2E, VARSITY TUT L3 WYZANT, ETC. NOT FOR REUPLOADING ON ANY TUTORIAL kN-m. 10, ZUTORME VAR ON ANY TUT P IRS WYZANT, ON ANY TUTOR ORSAYZANT EL ON ANY TUTORIAL TORS AYZANT ET kN-m, respectively. ITO DYZANT RE 2 m ON ANY LS C m from point A. W2 EL4 NOT LIMITED TO MIEGO F L5 G L6 H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
5 decimal places
![Consider the following values in the given beam above:
L1 = 6 m
L2 = 3 m
L3 = 3 m
L4 = 3 m
L5=2 m
L6 = 1 m
W1 = 60 kN/m
W2 = 20 kN/m
P = 30 kN
M = 40 kN-m
External support reactions:
RA=
RC =
RF =
The shear and moment at point B are
The moment at point C is
The moment at point D is
KN
KN
KN
kN-m.
kN-m.
The maximum positive moment at segment AC is
The maximum positive moment at segment CF is
The maximum shear along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
kN and
COUP SKOOLL
THATTO AT
ASEHERO
kN-m.
SKOOL TUTO TUT
NOT!
kN-m. It is located at
KN.
CYZJUTC
W1
O
nocB TUTORME ARSI
NOT FORCE UPLO
TUTORME, ARSIT
LOT FOR PELOADING
LE
ORIAL S
2 m
YZANT, ETC
ANY TUTORIES
TO, SKIL1I, TUTOREYZ, TUTL2E, VARSITY TUTIL3 WYZANT, ETC.
NOT FOR REUPLOADING ON ANY TUTORIAL
kN-m.
kN-m.
(ZJUTORME VARSITY TUTORS WYZANT ETC.
ON ANY TUT
IRSHWYZANT,
ON ANY TUTOR
ORSYZANT FIL
ON ANY TUTORIAL SIW2
kN-m, respectively.
ITO DYZANT
m from point A.
PIEL4
NOT LIMITED TO MIEGO
NA PARTY IS PROHIBITH
F
AUFGG,
O
G
L5 IS PROL6
H](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F053da4af-84cd-46da-84ab-70bd875b9f66%2Ff3a930fc-e862-4e37-835a-9023b2c81c1e%2Fclxm8bx_processed.png&w=3840&q=75)
Transcribed Image Text:Consider the following values in the given beam above:
L1 = 6 m
L2 = 3 m
L3 = 3 m
L4 = 3 m
L5=2 m
L6 = 1 m
W1 = 60 kN/m
W2 = 20 kN/m
P = 30 kN
M = 40 kN-m
External support reactions:
RA=
RC =
RF =
The shear and moment at point B are
The moment at point C is
The moment at point D is
KN
KN
KN
kN-m.
kN-m.
The maximum positive moment at segment AC is
The maximum positive moment at segment CF is
The maximum shear along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
kN and
COUP SKOOLL
THATTO AT
ASEHERO
kN-m.
SKOOL TUTO TUT
NOT!
kN-m. It is located at
KN.
CYZJUTC
W1
O
nocB TUTORME ARSI
NOT FORCE UPLO
TUTORME, ARSIT
LOT FOR PELOADING
LE
ORIAL S
2 m
YZANT, ETC
ANY TUTORIES
TO, SKIL1I, TUTOREYZ, TUTL2E, VARSITY TUTIL3 WYZANT, ETC.
NOT FOR REUPLOADING ON ANY TUTORIAL
kN-m.
kN-m.
(ZJUTORME VARSITY TUTORS WYZANT ETC.
ON ANY TUT
IRSHWYZANT,
ON ANY TUTOR
ORSYZANT FIL
ON ANY TUTORIAL SIW2
kN-m, respectively.
ITO DYZANT
m from point A.
PIEL4
NOT LIMITED TO MIEGO
NA PARTY IS PROHIBITH
F
AUFGG,
O
G
L5 IS PROL6
H
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 6 steps with 6 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning