5.0 m 9.0 m 3.0 m Boiler Beam B 2 ·I- 1 by 1.5 m 1.5 m 1.5 m 1.5 m Main beam Beam A Boiler -I- 6.0 m (i) Load of each boiler: 400 kN Fig. 10.62 .6.0 m (ii) Open steel flooring (carried on beams A and B): 0.4 kN/m² (iii) Imposed load (outside boiler area): 4.0 kN/m² -I Assuming the self weight of secondary beam as 4 kN, design the main beam with f₁ = 250 MPa. Boiler supports 7.0 m -I In a floor of an industrial building, boilers are supported symmetrically on secondary beams A and B, which have a centre-to-centre distance of 5 m and which are in turn supported by the main beam, which has a span of 9 m (see Fig. 10.62). Design the main beam given the following data:

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Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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5.0 m
9.0 m
3.0 m
Boiler
Beam B
2
·I-
1
by
1.5 m
1.5 m
1.5 m
1.5 m
Main beam
Beam A
Boiler
-I-
6.0 m
(i) Load of each boiler: 400 kN
Fig. 10.62
.6.0 m
(ii) Open steel flooring (carried on beams A and B): 0.4 kN/m²
(iii) Imposed load (outside boiler area): 4.0 kN/m²
-I
Assuming the self weight of secondary beam as 4 kN, design the main beam with
f₁ = 250 MPa.
Boiler
supports
7.0 m
-I
Transcribed Image Text:5.0 m 9.0 m 3.0 m Boiler Beam B 2 ·I- 1 by 1.5 m 1.5 m 1.5 m 1.5 m Main beam Beam A Boiler -I- 6.0 m (i) Load of each boiler: 400 kN Fig. 10.62 .6.0 m (ii) Open steel flooring (carried on beams A and B): 0.4 kN/m² (iii) Imposed load (outside boiler area): 4.0 kN/m² -I Assuming the self weight of secondary beam as 4 kN, design the main beam with f₁ = 250 MPa. Boiler supports 7.0 m -I
In a floor of an industrial building, boilers are supported symmetrically on secondary
beams A and B, which have a centre-to-centre distance of 5 m and which are in turn
supported by the main beam, which has a span of 9 m (see Fig. 10.62). Design the
main beam given the following data:
Transcribed Image Text:In a floor of an industrial building, boilers are supported symmetrically on secondary beams A and B, which have a centre-to-centre distance of 5 m and which are in turn supported by the main beam, which has a span of 9 m (see Fig. 10.62). Design the main beam given the following data:
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