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!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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Question

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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