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一、截面信息,,,,,,,,,,,,

梁長l(mm),,2500,,,,,,,,,,

,,,,,,,,,,,,,

二、一個集中力P,,,,,,,,,,,,

P(KN),0,距左端距離a(mm),,500,距右端距離b(mm),,2000,,,,,

左端支座反力RA=Pb/l(KN),,,0,右端支座反力RB=Pa/l(KN),,,0,,,,,

距左端距離x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500

彎距Mx(KN·m),,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00

,,,,,,,,,,,,,

二、一個集中力P,,,,,,,,,,,,

P(KN),0,距左端距離a(mm),,500,距右端距離b(mm),,2000,,,,,

左端支座反力RA=Pb/l(KN),,,0,右端支座反力RB=Pa/l(KN),,,0,,,,,

距左端距離x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500

彎距Mx(KN·m),,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00

,,,,,,,,,,,,,

二、一個集中力P,,,,,,,,,,,,

P(KN),0,距左端距離a(mm),,500,距右端距離b(mm),,2000,,,,,

左端支座反力RA=Pb/l(KN),,,0,右端支座反力RB=Pa/l(KN),,,0,,,,,

距左端距離x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500

彎距Mx(KN·m),,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00

,,,,,,,,,,,,,

三、一段均部荷載q,,,,,,,,,,,,

q(KN/m),30,距左端最近距離d(mm),,0,均部范圍c(mm),,2500,,,,,

均部中點(diǎn)距左端距離a(mm),,,1250,均部中點(diǎn)距右端距離b(mm),,,1250,,,,,

左端支座反力RA=qcb/l(KN),,,37.5,右端支座反力RB=qca/l(KN),,,37.5,,,,,

距左端距離x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500

彎距Mx(KN·m),,0.00,8.44,15.00,19.69,22.50,23.44,22.50,19.69,15.00,8.44,0.00

,,,,,,,,,,,,,

三、一段均部荷載q,,,,,,,,,,,,

q(KN/m),0,距左端最近距離d(mm),,300,均部范圍c(mm),,400,,,,,

均部中點(diǎn)距左端距離a(mm),,,500,均部中點(diǎn)距右端距離b(mm),,,2000,,,,,

左端支座反力RA=qcb/l(KN),,,0,右端支座反力RB=qca/l(KN),,,0,,,,,

距左端距離x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500

彎距Mx(KN·m),,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00

,,,,,,,,,,,,,

三、一段均部荷載q,,,,,,,,,,,,

q(KN/m),0,距左端最近距離d(mm),,300,均部范圍c(mm),,400,,,,,

均部中點(diǎn)距左端距離a(mm),,,500,均部中點(diǎn)距右端距離b(mm),,,2000,,,,,

左端支座反力RA=qcb/l(KN),,,0,右端支座反力RB=qca/l(KN),,,0,,,,,

距左端距離x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500

彎距Mx(KN·m),,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00,0.00

,,,,,,,,,,,,,

疊加彎距Mx(KN·m),,0.00,8.44,15.00,19.69,22.50,23.44,22.50,19.69,15.00,8.44,0.

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