SITUATION I 210 KN romm 3.5m 4-#8 IS KN/m om 5m A 3- #6 SPECS: * fc'= 32MPA = 415 MPa -0-0-0 60mm fy fy = 300mm CROSS-SECTION FROM POINT A to C
SITUATION I 210 KN romm 3.5m 4-#8 IS KN/m om 5m A 3- #6 SPECS: * fc'= 32MPA = 415 MPa -0-0-0 60mm fy fy = 300mm CROSS-SECTION FROM POINT A to C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Cracking Analysis of Reinforced Concrete
ANSWER A. TO G.
COMPLETE SOLUTIONS
Determinate Structure
-cross-section form point A to C
-compute reaction
-draw shear and moment diagram
![SITUATION I
210 KN
70mm
000-0
3.5m
4-#8
IS KN/M
Gm
營
5m
A
3- #6
SPECS :
• fc'= 32MPA
= 415 MPa
• fy
%3D
-0-O-0
60mm
300 mm
CROSS -SECTION FROM
POINT A to C
500mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa01fdf1e-b98e-47e2-974f-c9be22386560%2Fa72d7f54-8bdf-4631-8eb2-370b08a5f6f7%2Fdbrqvpg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION I
210 KN
70mm
000-0
3.5m
4-#8
IS KN/M
Gm
營
5m
A
3- #6
SPECS :
• fc'= 32MPA
= 415 MPa
• fy
%3D
-0-O-0
60mm
300 mm
CROSS -SECTION FROM
POINT A to C
500mm
![Determine the ff
a.) Mmax in KNM
b.) Ig in *
loʻmm
C.) fc m MPa
d.)
in MPa
e.) fs' m MPa
f.) Icr in X 10°mm
g.) n](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa01fdf1e-b98e-47e2-974f-c9be22386560%2Fa72d7f54-8bdf-4631-8eb2-370b08a5f6f7%2Ftedrn7c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the ff
a.) Mmax in KNM
b.) Ig in *
loʻmm
C.) fc m MPa
d.)
in MPa
e.) fs' m MPa
f.) Icr in X 10°mm
g.) n
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