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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
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
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
steps

Step by step

Solved in 6 steps with 6 images

Blurred answer
Knowledge Booster
Unit conversion
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
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning