Question :- The width of the beam is 250 mm and the overall deep 620 mm. It has three equal spans of 6.0 m each. The beam is arranged at 3.5 m from center to center, while the thickness of the slab is 200 mm. The imposed live load qk on the beam is 45 kN/m and the dead load gk inclusive of self-weight of the beam is 75 Kn/m. the characteristic strength of materials are feu = 30N/m², fy = 460N/mm² and fy 250N/mm², Assume that the mild exposure for the beam and the nominal cover of 25 mm. Design the beam

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Question :-
The width of the beam is 250 mm and the overall deep 620 mm. It has three
equal spans of 6.0 m each. The beam is arranged at 3.5 m from center to center,
while the thickness of the slab is 200 mm. The imposed live load qk on the
beam is 45 kN/m and the dead load gk inclusive of self-weight of the beam is 75
Kn/m. the characteristic strength of materials are feu = 30N/m², fy = 460N/mm²
and f 250N/mm², Assume that the mild exposure for the beam and the
nominal cover of 25 mm. Design the beam
Transcribed Image Text:Question :- The width of the beam is 250 mm and the overall deep 620 mm. It has three equal spans of 6.0 m each. The beam is arranged at 3.5 m from center to center, while the thickness of the slab is 200 mm. The imposed live load qk on the beam is 45 kN/m and the dead load gk inclusive of self-weight of the beam is 75 Kn/m. the characteristic strength of materials are feu = 30N/m², fy = 460N/mm² and f 250N/mm², Assume that the mild exposure for the beam and the nominal cover of 25 mm. Design the beam
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