P406. Select the lightest W-shape sections which may be used for beam 2B1 (simply-supported) and girders 2G1-2G4 (restrained ends). Slab thickness is 100 mm; super-imposed dead load is 1.80 kPa and liveload is 2.40 kPa. Use Fy = 248 MPa and assume that the slab will provide full lateral support to the top flange. 9.00 M 9.00 M C1 2G3 9.00 M C3 C2 2G3 $1 5 CS2 2B1- 2B1. 2B1. 2B1. 2G4 C4 2G4 LC3 2B1- 2B1. 2B1- 2B1 2G3. LC2 2G3- FLOOR FRAMING PLAN $1 3 9.00 M
P406. Select the lightest W-shape sections which may be used for beam 2B1 (simply-supported) and girders 2G1-2G4 (restrained ends). Slab thickness is 100 mm; super-imposed dead load is 1.80 kPa and liveload is 2.40 kPa. Use Fy = 248 MPa and assume that the slab will provide full lateral support to the top flange. 9.00 M 9.00 M C1 2G3 9.00 M C3 C2 2G3 $1 5 CS2 2B1- 2B1. 2B1. 2B1. 2G4 C4 2G4 LC3 2B1- 2B1. 2B1- 2B1 2G3. LC2 2G3- FLOOR FRAMING PLAN $1 3 9.00 M
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Select the lightest W-shape sections which may be used for beam 2B1 (simply-supported) and girders 2G1-2G4 (restrained ends). Slab thickness is 100 mm; super-imposed dead load is 1.80 kPa and liveload is 2.40 kPa. Use Fy = 248 MPa and assume that the slab will provide full lateral support to the top flange.

Transcribed Image Text:P406. Select the lightest W-shape sections which may be used for beam 2B1 (simply-supported) and girders 2G1-2G4 (restrained
ends). Slab thickness is 100 mm; super-imposed dead load is 1.80 kPa and liveload is 2.40 kPa. Use Fy = 248 MPa and assume
that the slab will provide full lateral support to the top flange.
9.00 M
9.00 M
C1 2G3
9.00 M
C3
C2 2G3
$1
5 CS2
2B1-
2B1.
2B1.
2B1.
2G4 C4
2G4 LC3
2B1-
2B1.
2B1-
2B1
2G3. LC2
2G3-
FLOOR FRAMING PLAN
$1
3
9.00 M
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