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. Use the last 4 digits of your student no.: which is 1163 REBARS A DL=2A KN/m & LL-3B KN/m 2m B 6.D m D Im 4-2Amm ? 3C0 6B0 4-2Amm 2 SECTION OF SRCB (Units in mm)

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Chapter9: Composite Construction
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Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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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. Use the last 4 digits of your student
no.: which is 1163
REBARS
DL2A KN/m & LL-3B KN/m
2m
B
6.D m
D
Im 4-2Amm ?
3C0
6B0
4-2Amm ?
SECTION OF SRCB
(Units in mm)
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. Use the last 4 digits of your student no.: which is 1163 REBARS DL2A KN/m & LL-3B KN/m 2m B 6.D m D Im 4-2Amm ? 3C0 6B0 4-2Amm ? SECTION OF SRCB (Units in mm)
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