A beam having a simple span of 10.7 m has an equal spacing of
2.73 m. Determine the safe total load in kPa that the beam could
support so that it will not exceed the allowable deflection of
1/360 of span. E = 200,000 MPa Ix = 212 x 106 mm4. Iy=81x106 mm4
Sy=541x103 mm3 Sx=1596x103 mm3
A beam having a simple span of 10.7 m has an equal spacing of 2.73 m. Determine the safe total load in kPa that the beam
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A beam having a simple span of 10.7 m has an equal spacing of 2.73 m. Determine the safe total load in kPa that the beam
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