Sa problem po, specifically asking for the maximum moment sa girder which is located at the midspan dahil simply supported beam ito. Ang shear naman po asking sa midspan din. Halimbawa po, asking for the maximum shear sa girder, ito po ba ang tamang calculation, (71.2 x1) + (17.8 x 0.828) = 85.9384 kN?
Sa problem po, specifically asking for the maximum moment sa girder which is located at the midspan dahil simply supported beam ito. Ang shear naman po asking sa midspan din. Halimbawa po, asking for the maximum shear sa girder, ito po ba ang tamang calculation, (71.2 x1) + (17.8 x 0.828) = 85.9384 kN?
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Applicable po ba sa maximum moment ang formula na (PL - Psd)^2 over 4PL?
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Yes pi
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