FLEXURAL ANALYSIS ON BEAMS FLANGE SECTIONS Example 1: As shown in the figure, beam GHI is reinforced as follows ABC a) What is the nominal moment capacity of beam GHI based on its flexural reinforcement at supports? *BC What is the factored moment capacity of beam GHI at the midspan? ABC If the ultimate load on beam GHI is 60KN/m, calculate the design positive moment. b) 2.5 m 2.5 m 2.5 m D G 6m 6m
FLEXURAL ANALYSIS ON BEAMS FLANGE SECTIONS Example 1: As shown in the figure, beam GHI is reinforced as follows ABC a) What is the nominal moment capacity of beam GHI based on its flexural reinforcement at supports? *BC What is the factored moment capacity of beam GHI at the midspan? ABC If the ultimate load on beam GHI is 60KN/m, calculate the design positive moment. b) 2.5 m 2.5 m 2.5 m D G 6m 6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Replace GHI with ABC.
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![FLEXURAL ANALYSIS ON BEAMS
O FLANGE SECTIONS
2.5 m
Example 1: As shown in the figure, beam GHI is reinforced as follows
ABS
a) What is the nominal moment capacity of beam GHI based on its
2.5 m
flexural reinforcement at supports?
*BC
b) What is the factored moment capacity of beam GHĨ at the
2.5 m
midspan?
c) If the ultimate load on beam GHI is 60KN/m, calculate the design
6 m
6 m
positive moment.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F019a1714-c568-4403-8030-6c388651d532%2F87a7108a-df47-488a-b8ce-3ed8b722a4c3%2Fyo2szdt_processed.png&w=3840&q=75)
Transcribed Image Text:FLEXURAL ANALYSIS ON BEAMS
O FLANGE SECTIONS
2.5 m
Example 1: As shown in the figure, beam GHI is reinforced as follows
ABS
a) What is the nominal moment capacity of beam GHI based on its
2.5 m
flexural reinforcement at supports?
*BC
b) What is the factored moment capacity of beam GHĨ at the
2.5 m
midspan?
c) If the ultimate load on beam GHI is 60KN/m, calculate the design
6 m
6 m
positive moment.
![O FLANGE SECTIONS
Example 1: As shown in the figure, beam GHI is reinforced as follows
Dimensions:
Main reinforcement at supports:
Beam = 350mm x 400mm
Top bars
5-20 mm dia
Slab thk = 100mm
Bottom bars
3-20 mm dia
Column Section = 350mm x 350mm
Main reinforcement at midspan:
Clear concrete cover = 40mm
Top bars.
3-20mm dia
Bottom bars..
3-20mm dia
Lateral ties.
10mm dia
2.5 m
Material Strength:
Concrete
:fc= 27.5 MPa
2.5 m
Steel
: fy = 415 MPa (Main bars)
2.5 m
6 m
6 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F019a1714-c568-4403-8030-6c388651d532%2F87a7108a-df47-488a-b8ce-3ed8b722a4c3%2Fw3wmjv_processed.png&w=3840&q=75)
Transcribed Image Text:O FLANGE SECTIONS
Example 1: As shown in the figure, beam GHI is reinforced as follows
Dimensions:
Main reinforcement at supports:
Beam = 350mm x 400mm
Top bars
5-20 mm dia
Slab thk = 100mm
Bottom bars
3-20 mm dia
Column Section = 350mm x 350mm
Main reinforcement at midspan:
Clear concrete cover = 40mm
Top bars.
3-20mm dia
Bottom bars..
3-20mm dia
Lateral ties.
10mm dia
2.5 m
Material Strength:
Concrete
:fc= 27.5 MPa
2.5 m
Steel
: fy = 415 MPa (Main bars)
2.5 m
6 m
6 m
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