Problem Set: A portion of the floor plan of a certain building is shown in the figure. The total loading (including live and dead loads) in each bay is as shown. Select the lightest suitable W250 section beams if the allowable flexural stress is 125 MPa. Assume the beams are adequately braced. WALL -2.5m -2.5m -2.5m 2.5m 2.5m 15 kPa B-3 15 kPa B-2 -2.5m 9 kPa B-1 G-1 STAIRWELL WALL 9 kPa 2.5m B-2 15 kPa B-3 15 kPa 7m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem Set:
A portion of the floor plan of a certain building is shown in the
figure. The total loading (including live and dead loads) in each bay is
as shown. Select the lightest suitable W250 section beams if the
allowable flexural stress is 125 MPa. Assume the beams are adequately
braced.
WALL
-2.5m
-2.5m
-2.5m
2.5m
2.5m
15 kPa
B-3
15 kPa
B-2
-2.5m
9 kPa
B-1
G-1
STAIRWELL
WALL
9 kPa
2.5m
B-2
15 kPa
B-3
15 kPa 7m
Transcribed Image Text:Problem Set: A portion of the floor plan of a certain building is shown in the figure. The total loading (including live and dead loads) in each bay is as shown. Select the lightest suitable W250 section beams if the allowable flexural stress is 125 MPa. Assume the beams are adequately braced. WALL -2.5m -2.5m -2.5m 2.5m 2.5m 15 kPa B-3 15 kPa B-2 -2.5m 9 kPa B-1 G-1 STAIRWELL WALL 9 kPa 2.5m B-2 15 kPa B-3 15 kPa 7m
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