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文档简介
一、截面信息,,,,,,,,,,,,
梁长l(mm),,2500,,,,,,,,,,
,,,,,,,,,,,,,
二、一个集中力P,,,,,,,,,,,,
P(KN),0,距左端距离a(mm),,500,距右端距离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,,,,,
距左端距离x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500
弯距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、一个集中力P,,,,,,,,,,,,
P(KN),0,距左端距离a(mm),,500,距右端距离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,,,,,
距左端距离x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500
弯距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、一个集中力P,,,,,,,,,,,,
P(KN),0,距左端距离a(mm),,500,距右端距离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,,,,,
距左端距离x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500
弯距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、一段均部荷载q,,,,,,,,,,,,
q(KN/m),30,距左端最近距离d(mm),,0,均部范围c(mm),,2500,,,,,
均部中点距左端距离a(mm),,,1250,均部中点距右端距离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,,,,,
距左端距离x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500
弯距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、一段均部荷载q,,,,,,,,,,,,
q(KN/m),0,距左端最近距离d(mm),,300,均部范围c(mm),,400,,,,,
均部中点距左端距离a(mm),,,500,均部中点距右端距离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,,,,,
距左端距离x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500
弯距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、一段均部荷载q,,,,,,,,,,,,
q(KN/m),0,距左端最近距离d(mm),,300,均部范围c(mm),,400,,,,,
均部中点距左端距离a(mm),,,500,均部中点距右端距离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,,,,,
距左端距离x(mm),,0,250,500,750,1000,1250,1500,1750,2000,2250,2500
弯距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
,,,,,,,,,,,,,
叠加弯距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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