SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345 MPa. Determine the spacing of two legs of 10 mm stirrups. !3! O 260 mm O 200 mm O 220 mm 180 mm

Structural Analysis
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Chapter2: Loads On Structures
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SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of
520 mm. The beam is simply supported over a span of 9 meters and carries superimposed
dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345
MPa. Determine the spacing of two legs of 10 mm stirrups.
%3D
%3D
O 260 mm
O 200 mm
220 mm
O 180 mm
Transcribed Image Text:SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c = 21 MPa and Fy = 345 MPa. Determine the spacing of two legs of 10 mm stirrups. %3D %3D O 260 mm O 200 mm 220 mm O 180 mm
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