By the con ju g a te -beam m ethod ca lcu la te the slope and de fle ction at the free end C of the overhanging beam ABC. Indic a te the d irection of ro ta tio n (clockw is e or counterclo ckw is e ) and de flection (upward or downward). A Iso calcu la te the defle ctio n at 2 po int D (in d ic a te the direction) and s lo pes e, and en. E = 30 000 k/in andI = 200 in . A a B а + b SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS) Required V a lu es Answer U n its D ire ctio n radians ??? S lo pe ec De fle ction AC in ch ??? radians ??? S lo pe 0A S lo pe eB radians ??? De flectio n AD in ch ??? DATA w ft ft kip ft k/ft 8.6 8.6 13.8 4.6 0.84
By the con ju g a te -beam m ethod ca lcu la te the slope and de fle ction at the free end C of the overhanging beam ABC. Indic a te the d irection of ro ta tio n (clockw is e or counterclo ckw is e ) and de flection (upward or downward). A Iso calcu la te the defle ctio n at 2 po int D (in d ic a te the direction) and s lo pes e, and en. E = 30 000 k/in andI = 200 in . A a B а + b SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS) Required V a lu es Answer U n its D ire ctio n radians ??? S lo pe ec De fle ction AC in ch ??? radians ??? S lo pe 0A S lo pe eB radians ??? De flectio n AD in ch ??? DATA w ft ft kip ft k/ft 8.6 8.6 13.8 4.6 0.84
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:By the con ju gate -beam method calcu la te the s lo pe and de flectio n at the free end C of
the
overhang in g
beam
ABC.
Indicate
the
d irectio n
of
rota tio n
(clockw is e
or
counterclockw is e) and deflection (upward or downw a rd). A lso calcula te th e deflectio n at
2
po int D (in d ic ate the directio n) and slopes eA and e8- E = 30000k/in and I = 200 in".
A
a
B
a + b
SUMMAR IZE YOUR ANSWERS (DO NOTROUND OFF INCLUDE ALL DEC IMALS)
Required Va lu es
Answer
U nits
D ire ctio n
radianS
???
S lope e c
in ch
???
De fle ction AC
radians
???
S lope e
A
гad ia n s
???
S lope e B
in ch
???
De fle ction AD
DATA
a
b
P
w
ft
ft
kip
ft
k/ft
8.6
8.6
13.8
4.6
0.84
Expert Solution
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 5 steps with 4 images
Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning