1. From the floor system shown, determine the moment capacity of the beam along column A / row 1-2, treated as an inverted L-beam. The to be reinforced with 4-36mm bars in bottom of the beam section. Consider a single row of rebars and beam is tension at the 10-mm stirrups are to be used. Apply the standard for concrete cover of an exterior beam. fc' - 24 MPa, fy - 414 MPa.
1. From the floor system shown, determine the moment capacity of the beam along column A / row 1-2, treated as an inverted L-beam. The to be reinforced with 4-36mm bars in bottom of the beam section. Consider a single row of rebars and beam is tension at the 10-mm stirrups are to be used. Apply the standard for concrete cover of an exterior beam. fc' - 24 MPa, fy - 414 MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Flexural Members: Flanged Beams
![Flexural Members: Flanged beams
B)
6000
6000
6000
PANEL 2
h= 200mm
PANEL 1
h- 200mm
PANEL 1
h= 200mm
+3.750
+3.750
+3.750
2
PANEL 2
h- 200mm
PANEL 1
PANEL 1
h- 200mm
h- 200mm
3.750
+3.750
+3.750
For all problems, beam size is 300mm x 500mm.
1. From the floor system shown, determine the moment capacity of the
beam along column A / row 1-2, treated as an inverted L-beam. The
beam is to be
bottom of the beam section. Consider a single row of rebars and
reinforced with 4-3 6mm bars
in
tension
at
the
to be used. Apply the standard for
cover of an exterior beam. fc' = 24 MPa, fy = 414 MPa.
10-mm stirrups are
concrete
000S
000S](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4ee3d89-b33b-41dd-9313-c7376ef94b3d%2F353019ba-b00c-42f2-8406-8d539e410882%2Fd0qj8e_processed.png&w=3840&q=75)
Transcribed Image Text:Flexural Members: Flanged beams
B)
6000
6000
6000
PANEL 2
h= 200mm
PANEL 1
h- 200mm
PANEL 1
h= 200mm
+3.750
+3.750
+3.750
2
PANEL 2
h- 200mm
PANEL 1
PANEL 1
h- 200mm
h- 200mm
3.750
+3.750
+3.750
For all problems, beam size is 300mm x 500mm.
1. From the floor system shown, determine the moment capacity of the
beam along column A / row 1-2, treated as an inverted L-beam. The
beam is to be
bottom of the beam section. Consider a single row of rebars and
reinforced with 4-3 6mm bars
in
tension
at
the
to be used. Apply the standard for
cover of an exterior beam. fc' = 24 MPa, fy = 414 MPa.
10-mm stirrups are
concrete
000S
000S
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