1、框框架架A A軸軸柱柱KZ4KZ4內內力力組組合合表表層截面號恒載活載左風右風Nmax及相應的MNmin及相應的MMmax及相應的N組合項目組合值組合項目組合值組合項目組合值4層上（A4）M-129.50-19.183.39-3.391.35+0.98-193.621.2+1.26（+）-149.401.35+0.98-193.62N-189.76-13.060.65-0.65-268.97-205.40-268.97V-81.54-13.791.51-1.51-123.59-97.01-123.59下（A3）M68.9030.45-2.072.071.35+0.98122.861.2+1.2

2、6（+）104.661.2+1.4125.31N-209.76-13.060.65-0.65-295.97-225.40-270.00V-81.58-13.791.51-1.51-123.65-97.05-117.203層上（A3）M-73.42-41.336.01-6.011.35+0.98-139.621.2+1.26（+）-117.921.2+1.26（+）-147.75N-365.37-73.611.61-1.61-565.39-456.09-533.22V-82.72-22.773.03-3.03-133.99-107.59-131.77下（A2）M75.0340.63-4.924.

3、921.35+0.98141.111.2+1.26（+）120.021.2+1.26（+）147.43N-385.37-73.611.61-1.61-592.39-476.09-557.22V-82.72-22.773.03-3.03-133.99-107.59-131.772層上（A2）M-68.67-43.558.53-8.531.35+0.98-135.381.2+1.26（+）-112.801.2+1.26（+）-148.02N-542.13-144.552.27-2.27-873.53-721.40-835.55V-82.27-25.794.55-4.55-136.34-109.03

4、-136.95下（A1）M73.32-45.61-7.877.871.35+0.9854.281.2+1.26（+）5.941.35+0.9854.28N-562.13-228.002.27-2.27-982.32-846.55-982.32V-82.27-20.334.55-4.55-130.99-102.15-130.991層上（A1）M-64.84-25.549.65-9.651.35+0.98-112.561.2+1.26（+）-84.861.2+1.26（+）-122.15N-718.42-228.003.50-3.50-1193.31-1001.29-1153.79V-29.31-

5、20.336.26-6.26-59.49-47.04-68.68下（A0）M37.2625.54-12.2812.281.35+0.9875.331.2+1.26（+）53.971.2+1.26（+）92.37N-738.42-228.003.50-3.50-1220.31-1021.29-1177.79V-29.21-20.336.26-6.26-59.36-46.94-68.56NN maxmax和和MM maxmax及及相相應應的的M M組組合合情情況況組合項目1.2SGk+1.4SQk組合項目 1.2SGk+1.26(SQk+SWk) 組合項目1.35SGk+0.98SQk4層上（A4

6、）M1.2+1.4-182.251.2+1.26（+）-183.841.35+0.98-193.62N-246.00-244.99-268.97V-117.15-117.13-123.59下（A3）M1.2+1.4125.311.2+1.26（+）123.661.35+0.98122.86N-270.00-268.99-295.97V-117.20-117.17-123.653層上（A3）M1.2+1.4-145.971.2+1.26（+）-147.751.35+0.98-139.62N-541.50-533.22-565.39V-131.14-131.77-133.99下（A2）M1.2+1

7、.4146.921.2+1.26（+）147.431.35+0.98141.11N-565.50-557.22-592.39V-131.14-131.77-133.992層上（A2）M1.2+1.4-143.371.2+1.26（+）-148.021.35+0.98-135.38N-852.93-835.55-873.53V-134.83-136.95-136.34下（A1）M1.2+1.424.131.2+1.26（+）40.431.35+0.9854.28N-993.76-964.70-982.32V-127.19-130.07-130.991層上（A1）M1.2+1.4-113.561.

8、2+1.26（+）-122.151.35+0.98-112.56N-1181.30-1153.79-1193.31V-63.63-68.68-59.49下（A0）M1.2+1.480.471.2+1.26（+）92.371.35+0.9875.33N-1205.30-1177.79-1220.31V-63.51-68.56-59.36NminNmin及及相相應應的的M M組組合合情情況況組合項目1.0SGk+1.4SQk組合項目 1.0SGk+1.26(SQk+SWk) 組合項目1.35SGk+0.98SQk4層上（A4）M1.0+1.4-156.351.0+1.26（+）-149.401.3

9、5+0.98-193.62N-208.04-205.40-268.97V-100.85-97.01-123.59下（A3）M1.0+1.4111.531.0+1.26（+）104.661.35+0.98122.86N-228.04-225.40-295.97V-100.89-97.05-123.653層上（A3）M1.0+1.4-131.281.0+1.26（+）-117.921.35+0.98-139.62N-468.42-456.09-565.39V-114.60-107.59-133.99下（A2）M1.0+1.4131.911.0+1.26（+）120.021.35+0.98141.1

10、1N-488.42-476.09-592.39V-114.60-107.59-133.992層上（A2）M1.0+1.4-129.641.0+1.26（+）-112.801.35+0.98-135.38N-744.50-721.40-873.53V-118.38-109.03-136.34下（A1）M1.0+1.49.471.0+1.26（+）5.941.35+0.9854.28N-881.33-846.55-982.32V-110.73-102.15-130.991層上（A1）M1.0+1.4-100.601.0+1.26（+）-84.861.35+0.98-112.56N-1037.62-

11、1001.29-1193.31V-57.77-47.04-59.49下（A0）M1.0+1.473.021.0+1.26（+）53.971.35+0.9875.33N-1057.62-1021.29-1220.31V-57.67-46.94-59.36屋屋面面框框架架梁梁WKL27WKL27（2 2）內內力力組組合合表表梁的截面恒載活載左風右風Mmax及相應的VMmin及相應的VVmax及相應的V組合項目組合值組合項目組合值組合項目組合值AC跨左（A4）M-136.81-19.523.39-3.391.35+0.98-203.821.35+0.98-203.82V116.629.64-0.65

12、0.65166.88166.88中M176.069.750.000.001.35+0.98247.24V0.000.00右（C4）M-176.20-9.08-2.382.381.35+0.98-246.771.35+0.98-246.77V-127.48-7.42-0.650.65-179.37-179.37CD跨左（C4）M-161.17-10.042.46-2.461.35+0.98-227.421.35+0.98-227.42V118.927.07-0.700.70167.47167.47中M156.707.700.000.001.35+0.98219.09V0.000.00右（D4）M

13、-118.85-16.57-3.423.421.35+0.98-176.691.35+0.98-176.69V-111.54-8.82-0.700.70-159.22-159.22MmaxMmax、MminMmin及及相相應應的的V V組組合合情情況況、 |V|V| maxmax及及相相應應的的M M組組合合情情組合項目1.2SGk+1.4SQk組合項目1.2SGk+1.26(SQk+SWk)組合項目1.35SGk+0.98SQkAC跨左（A4）M1.2+1.4-191.501.2+1.26（+）-193.041.35+0.98-203.82V153.44152.91166.88中M1.2+1.4224.921.2+1.26（+）223.561.35+0.98247.24V0.000.000.00右（C4）M1.2+1.4-224.151.2+1.26（+）-225.881.35+0.98-246.77V-163.36-163.14-179.37