Q.2) A simple beam of span length 3.2 m carries a uniform load of intensity 48 kN/m. The cross section of the beam is a hollow with wood flanges and steel side plates, as shown in the figure below. The wood flanges (E = 10 GPa) are 75 mm by 100 mm in cross section, and the steel plates (E = 210 GPa) are 300 mm deep. What is the required thickness t of the steel plates if the allowable stresses are 120 MPa for the steel and 6.5 MPa for the wood? 75 mm 300 mm 75 mm 100 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q.2) A simple beam of span length 3.2 m carries a uniform load of intensity 48
kN/m. The cross section of the beam is a hollow with wood flanges and steel
side plates, as shown in the figure below. The wood flanges (E = 10 GPa) are
75 mm by 100 mm in cross section, and the steel plates (E = 210 GPa) are
300 mm deep. What is the required thickness t of the steel plates if the
allowable stresses are 120 MPa for the steel and 6.5 MPa for the wood?
75 mm
300 mm
75 mm
100 mm
Transcribed Image Text:Q.2) A simple beam of span length 3.2 m carries a uniform load of intensity 48 kN/m. The cross section of the beam is a hollow with wood flanges and steel side plates, as shown in the figure below. The wood flanges (E = 10 GPa) are 75 mm by 100 mm in cross section, and the steel plates (E = 210 GPa) are 300 mm deep. What is the required thickness t of the steel plates if the allowable stresses are 120 MPa for the steel and 6.5 MPa for the wood? 75 mm 300 mm 75 mm 100 mm
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