Required: Adequacy of the SRCB against flexure @ midspan & support based on USD -NSCP 2010. Draw V & M diagram. Use: fy= 41A MPa; fc'=3C MPa; sc=70 mm. A=3mm, B=7mm, C=8mm, D=7mm. DL = 2A KN/m & LL=3B KN/m A=3 B=7 2m 6.D m C=8 D=7 1m 4-2Amm 3C0 6B0 4-2Ammø REBARS SECTION OF SRCB (Units in mm)
Required: Adequacy of the SRCB against flexure @ midspan & support based on USD -NSCP 2010. Draw V & M diagram. Use: fy= 41A MPa; fc'=3C MPa; sc=70 mm. A=3mm, B=7mm, C=8mm, D=7mm. DL = 2A KN/m & LL=3B KN/m A=3 B=7 2m 6.D m C=8 D=7 1m 4-2Amm 3C0 6B0 4-2Ammø REBARS SECTION OF SRCB (Units in mm)
Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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![Problem. A SRCB is subjected to loads as shown.
Required: Adequacy of the SRCB against flexure @ midspan & support based on USD -NSCP 2010. Draw
V & M diagram. Use: fy= 41A MPa; fc'=3C MPa; sc=70 mm. A=3mm, B=7mm, C=8mm, D=7mm.
DL = 2A KN/m & LL=3B KN/m
A=3 B=7
2m
6.D m
C=8
D=7
1m 4-2Ammp
3C0
6B0
4-2Ammø REBARS
SECTION OF SRCB
(Units in mm)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6894b9bb-e80b-463f-a005-39880f5b2045%2Fae3a6b2c-5bbf-41e4-b6a4-53884dc793ae%2Fwyg1a9m_processed.png&w=3840&q=75)
Transcribed Image Text:Problem. A SRCB is subjected to loads as shown.
Required: Adequacy of the SRCB against flexure @ midspan & support based on USD -NSCP 2010. Draw
V & M diagram. Use: fy= 41A MPa; fc'=3C MPa; sc=70 mm. A=3mm, B=7mm, C=8mm, D=7mm.
DL = 2A KN/m & LL=3B KN/m
A=3 B=7
2m
6.D m
C=8
D=7
1m 4-2Ammp
3C0
6B0
4-2Ammø REBARS
SECTION OF SRCB
(Units in mm)
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