1- A W 5300*101 of Steel Section (f,= 345 MPa & fu= 450 MPa) is used as simply supported beam with a span of 15 m. The dead load is the summation of the super dead load (X1 kN/m as uniform load) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam. If the lateral support is provided at 3-meter intervals, what is the maximum service live load in kN/m that can be supported. About X-X About Y-Y Flange Flange Web Mass Area Depth thickness thickness I (10) (10) Width (kg/m) (mm2) (mm) (10) (10) (mm) (mm) (mm) mm (mm) (mm) mm mm mm W530*101| 101 12900 536 210 17.4 10.9 616 2290 218 26.9 257 45.7

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Solve this plz X1=4
1- A W 5300*101 of Steel Section (f= 345 MPa & fu= 450 MPa) is used as simply supported beam
with a span of 15 m. The dead load is the summation of the super dead load (X1 kN/m as uniform
load) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam.
If the lateral support is provided at 3-meter intervals, what is the maximum service live load in
kN/m that can be supported.
About X-X
About Y-Y
Flange
Flange
Web
Mass
Area
Depth
S
I (10)
(10)
I
Width
thickness
thickness
(kg/m)
(mm2)
(mm)
(10) (10)
(mm)
(mm)
(mm)
mm
(mm)
(mm)
mm
mm
mm
W530*101
101
12900
536
210
17.4
10.9
616
2290
218
26.9
257
45.7
Transcribed Image Text:1- A W 5300*101 of Steel Section (f= 345 MPa & fu= 450 MPa) is used as simply supported beam with a span of 15 m. The dead load is the summation of the super dead load (X1 kN/m as uniform load) and the beam weight. In addition to the dead load, a uniform live load is applied to the beam. If the lateral support is provided at 3-meter intervals, what is the maximum service live load in kN/m that can be supported. About X-X About Y-Y Flange Flange Web Mass Area Depth S I (10) (10) I Width thickness thickness (kg/m) (mm2) (mm) (10) (10) (mm) (mm) (mm) mm (mm) (mm) mm mm mm W530*101 101 12900 536 210 17.4 10.9 616 2290 218 26.9 257 45.7
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