38.7387438.73874410.56511-7.5661525-32.53445575-32.5344557519.3693719.369372-3.78308 5.282556-16.26722788-16.26722788-15.3805-15.380494-4.19468 2.725197511.71831611.718312.7276242.7276222-113.885116.9141935-37.08336673-37.08336673
↖28.43↗-34.73
上柱
下柱
右梁左梁
上柱
下柱
0.44
0.44
0.120.10.43
0.43
-116.473116.472638.7387438.73874410.56511-7.5661525-32.53445575-32.5344557519.3693722.1076-3.78308 5.282556-16.26722788-18.91538125-16.93-16.930044-4.61728 2.990005313-16.54526985-16.5452698541.1780744.69977
-114.308
117.1790088
-65.34695348
-67.99510685
↖28.43↗-34.73
上柱
下柱
右梁
左梁
上柱
下柱
0.520.35
0.130.120.5
0.33
-116.473
116.4725.7821530.8149111.44554
-9.079383-37.8307625-24.9683032519.36937-4.53969 5.722769-16.26722788
65.15152
30.81491-109.567
113.115986
-54.09799038-24.96830325
15.407455-12.48415163
层数
q0小q1qe M边跨Mo`q0小
7 3.9421.9820.006875-86.4297-129.455 2.36
1~6
16.0628.326.96125-116.4726-174.70
2.36
梁类别层数
跨度
q0小
q1F M左
77.2 3.9421.98125.784-82.5397236567.216.0628.3181.728-114.274345357.216.0628.3181.728-113.885244447.216.0628.3181.728-113.885244437.216.0628.3181.728-113.885244427.216.0628.3181.728-114.30784边跨
恒载边跨梁端等效弯矩
表2-17 恒载作用下轴线处梁端剪力与跨中弯矩
0.742998051-10.80271507
-3.0261
1.12916215-7.97837385
-3.026116.3409416.340948.170478.170471.09007599-6.53504-6.53504-8.0174600117.9763717.97637
↖11.34右梁
上柱
下柱0.042
0.440.44
-6.081075-3.0261
16.3409416.340948.170479.65601-7.18868-7.18868-9.107536
17.3227318.80827
↖11.34右梁
上柱
下柱0.05
1
0.520.35
-6.081075-3.78307625
19.3120212.998488.17047
-9.815125
27.4824912.99848
6.499238
q1
qe M边跨Mo`层数
q0
q120.413.635-8.28326-12.424375707.214.610.01-6.08108-9.1216125
1~6
012.6
M右V左
V右
M中
梁类别层数
跨度
85.2441558762.51638441-63.2676-45.7526102477.2117.0119090.48378284-91.2442-59.06577267.2116.914193590.44331263-91.2847-59.3091810757.2116.914193590.44331263-91.2847-59.3091810747.2116.914193590.44331263-91.2847-59.3091810737.2117.1790080.46522778-91.2628-58.9654711627.2113.11598690.37105104
-91.3569-63.36753025
1
7.2
恒载中跨梁端等效弯矩
活载边跨梁端等中弯矩
边跨
4.45662-2.97713-12.8017-12.8017-1.19085
-1.48857 2.22831-6.40083-6.40083
-1.78228 1.057335 4.546542 4.5465420.422934
-47.292748.78701-14.656-14.656-4.18511
↗-15.29
右梁左梁上柱下柱右梁
0.120.10.430.430.042
-48.478548.4785-3.41719
4.45662-2.97713-12.8017-12.8017-1.19085
-1.48857 2.22831-6.40083-7.44283
-1.96055 1.161535-7.0253-7.0253
-47.47148.121-26.2278-27.2698-4.60804
↗-15.29
右梁左梁上柱下柱右梁
0.130.120.50.330.051
-48.478548.4785-3.41719
4.828005-3.57256-14.8857-9.82453-1.48857
-1.78628 2.414003-6.40083
-45.436847.31995-21.2865-9.82453-4.90575
-4.91227
梁端等效弯矩活载中跨梁端等效弯矩
qe M边跨Mo`q0q1qe M边跨Mo`
6.4125-2
7.702-41.55307.2 4.5-2.73375-4.10063
11.22188-48.4785-72.717809 5.625-3.41719-5.12578
表2-？ 活载作用下轴线处梁端剪力与跨中弯矩
q0小q1F M左M右V左V右M中
07.238.88-26.256627.7247719.23609-19.39-14.5623
07.238.88-47.330948.7140819.2479-19.6321-24.6952
07.238.88-47.292748.7870119.23246-19.75-24.6779
07.238.88-47.292748.7870119.23246-19.75-24.6779
07.238.88-47.292748.7870119.23246-19.75-24.6779
07.238.88-47.47148.12119.24275-19.6373-24.5366
07.238.88-45.436847.3199519.17845-19.7016-26.3394
表2-？ 活载作用下轴线处柱端剪力
