內(nèi)力組合好了

東南大學(xué)畢業(yè)設(shè)計(jì)PAGE116-九內(nèi)力組合本章中單位統(tǒng)一為：彎矩kN?m，剪力kN，軸力kN。根據(jù)前面第四至八章的內(nèi)力計(jì)算結(jié)果，即可進(jìn)行框架各梁柱各控制截面上的內(nèi)力組合，其中梁的控制截面為梁端柱邊及跨中。柱分為邊柱和柱，每根柱有2個控制截面。內(nèi)力組合使用的控制截面標(biāo)于下圖。一、梁內(nèi)力組合1．計(jì)算過程見下頁表中，彎矩以下部受拉為正，剪力以沿截面順時針為正注：地震作用效應(yīng)與重力荷載代表值的組合表達(dá)式為：其中，SGE為相應(yīng)于水平地震作用下重力荷載代表值效應(yīng)的標(biāo)準(zhǔn)值。而重力荷載代表值表達(dá)式為：Gk——恒荷載標(biāo)準(zhǔn)值；Qik——第i個可變荷載標(biāo)準(zhǔn)值；ΨQi——第i個可變荷載的組合之系數(shù)，屋面活荷載不計(jì)入，雪荷載和樓面活荷載均為0.5?？紤]到地震有左震和右震兩種情況，而在前面第八章計(jì)算地震作用內(nèi)力時計(jì)算的是左震作用時的內(nèi)力，則在下表中有1.2(①+0.5②)+1.3⑤和1.2(①+0.5②)-1.3⑤兩列，分別代表左震和右震參與組合。梁內(nèi)力組合計(jì)算表樓層截面①恒荷載②活荷載(屋面布布雪載)③活荷載(屋面布布活載)④風(fēng)荷載(左風(fēng)))MVMVMVMV五1-63.8776.59-4.855.9-11.8217.944.84-1.36291.527.7126.22-0.053-123.622-96.1-11.14-7.9-33.11-24.9-4.94-1.364-116.21193.19-7.146.5-30.4622.944.94-1.5589.547.0921.48-0.466-76.53-80.23-9.78-7.3-21.18-19.9-5.85-1.57-43.1343.6-3.574.1-14.6213.381.89-0.83835.493.4711.44-0.369-73.25-56.73-5.19-4.8-16.82-14.34-2.61-0.8310-163.61174.84-8.844.91-27.2215.12四1-102.344114.26-17.2619.07-17.2619.0711.88-3.332120.1723.8323.83-0.13-148.899-129.499-31.63-23.77-31.63-23.77-12.07-3.334-109.54483.65-28.6122.24-28.6122.2412.07-3.64573.1722.1622.16-1.026-81.74-74.56-23.62-20.6-23.62-20.6-14.11-3.647-58.0470.62-14.613.66-14.613.664.57-1.84853.6912.112.1-0.49-90.02-84.57-15.52-14.06-15.52-14.06-5.37-1.8410-239.088129.09-27.2215.12-27.2215.12三1-102.688114.16-16.8319.02-16.8319.0219.04-5.332119.4824.124.1-0.143-149.933-129.599-31.54-23.82-31.54-23.82-19.32-5.334-108.583.8-28.722.28-28.722.2819.32-5.79574.6622.2122.21-1.526-79.8-74.42-23.44-20.56-23.44-20.56-22.35-5.797-58.6670.66-14.6613.64-14.6613.647.24-2.93853.1311.9811.98-0.679-90.52-84.53-15.69-14.08-15.69-14.08-8.58-2.9310-239.088129.09-27.2215.12-27.2215.12二1-103.111114.21-16.9219.03-16.9219.0326.9-7.512119.2124.0524.05-0.153-150.066-129.555-31.55-23.81-31.55-23.81-27.2-7.514-108.38883.76-28.6922.29-28.6922.2927.2-8.04574.6722.1922.19-1.766-79.89-74.45-23.48-20.55-23.48-20.55-30.72-8.047-58.6270.74-14.6513.64-14.6513.649.95-3.9853.351212-0.589-90.13-84.46-15.67-14.08-15.67-14.08-11.11-3.910-239.088129.09-27.2215.12-27.2215.12一1-95.4113.09-15.0618.68-15.0618.6842.55-10.792123.524.8424.843.73-149.188-130.677-31.82-24.16-31.82-24.16-35.16-10.794-111.584.68-29.1122.46-29.1122.4635.16-11.86574.2822.3622.36-7.546-77.49-73.54-22.74-20.38-22.74-20.38-50.23-11.867-57.7471.24-14.7613.57-14.7613.5716.27-6.71850.5211.7411.74-1.849-96.67-83.96-16.07-14.15-16.07-14.15-19.94-6.7110-239.088129.09-27.2215.12-27.2215.12梁內(nèi)力組合計(jì)算表（續(xù)）⑤地震作用(左震震)1.2(①+00.5②)+1..3⑤1.2(①+00.5②)-1..3⑤1.35①+11.4×00.7③MVMVMVMV34.19-9.58-35.107782.994-124.0001107.9022-97.80881120.97777-0.31114.04770114.85330149.247760-34.8-9.58-200.2668-132.5114-109.7888-107.6006-199.3335-154.133734.8-10.57-98.4966101.9877-188.9776129.4699-186.7334148.28777-3.25107.47770115.92770141.929940-41.29-10.57-151.3881-114.3997-44.0277-86.9155-124.0772-127.8112513.37-5.64-36.517747.448-71.279962.112-72.5533171.97244-1.8642.252047.088059.122770-17.09-5.64-113.2331-78.2888-68.7977-63.6244-115.3771-90.63887-201.633692.754-201.633692.754-247.5449115.8511679.34-22.17-30.0222119.7333-236.3006177.3755-155.0774172.93996-0.46157.90440159.10185.582290-80.25-22.17-301.9771-198.4771-93.3211-140.8229-231.9999-198.1006180.25-24.23-44.289982.225-252.9339145.2233-175.9117134.72227-6.9992.0130110.18770120.496630-94.22-24.23-234.7446-133.333110.226-70.3333-133.4997-120.844430.51-12.29-38.745576.963-118.0771108.9177-92.6622108.72338-2.6868.204075.172084.339550-35.87-12.29-163.9667-125.8997-70.7055-93.9433-136.7337-127.94483-303.2228163.98-303.2228163.98-349.4334189.08991126.4-35.4131.006102.3711-297.6334194.4377-155.1111172.75556-1.07156.44550159.22770184.91660-128.533-35.41-365.9229-215.8333-31.7511-123.7667-233.3115-198.29901128.53-38.4119.66963.995-314.5009163.8611-174.6001134.96444-9.7590.2430115.59330122.556680-148.022-38.41-302.255-151.577382.602-51.7077-130.7001-120.6115847.94-18.96-16.866668.328-141.511117.6244-93.55778108.75882-3.2666.706075.182083.465990-54.45-18.96-188.8223-134.5332-47.2533-85.2366-137.5778-127.91139-303.2228163.98-303.2228163.98-349.4334189.08991158.99-44.472.80390.75-340.5771206.19-155.788172.83229-0.84156.390158.57440184.502250-160.677-44.4-407.8773-227.46669.869-112.0226-233.5-198.22263160.67-47.561.60152.136-356.1441175.6366-174.4229134.92002-10.3289.5020116.33440122.550070-181.311-47.5-345.6559-163.422125.7477-39.92-130.8662-120.6446558.71-23.47-2.81162.561-155.4557123.5833-93.4944108.86662-4.6665.162077.278083.782550-68.01-23.47-205.9771-140.3111-29.1455-79.2899-137.0332-127.81194-303.2228163.98-303.2228163.98-349.4334189.08991194.16-49.72128.892282.28-375.9224211.5522-143.5449170.9777915.17182.82550143.38330191.068820-163.833-49.72-411.0887-235.933614.871-106.6664-232.5777-200.08813163.83-56.261.71342.032-364.2445188.1522-179.0553136.32888-38.4852.5280152.57660122.190080-240.799-56.2-419.6559-173.5336206.3955-27.4166-126.8997-119.2551477.98-33.3423.2350.288-179.5118136.9722-92.41338109.47226-12.0452.016083.32079.707220-102.066-33.34-258.3224-152.58847.032-65.9-146.2553-127.2113-303.2228163.98-303.2228163.98-349.4334189.08991梁內(nèi)力組合計(jì)算表（續(xù)）1.2①+1..4③1.2①+1..4×0..9(③+4)MVMVMmaxMmin|Vmax|-93.1922117.0244-85.43888112.79888-35.1077-124.0001120.97777146.53220142.798820149.24776114.04770-194.6998-150.188-196.2887-148.40076-109.7888-200.2668154.1377-182.0996143.9444-171.6007138.84224-98.4966-188.9776148.28777137.520133.933320141.92994107.47770-121.4888-124.1336-125.8994-123.244-44.0277-151.3881127.81225-72.224471.052-67.7955868.133-36.5177-72.5533171.9724458.604056.54888059.1227742.2520-111.4448-88.1522-112.3882-87.19002-68.7977-115.377190.63877-234.444110.9766-230.6229108.85992-201.6336-247.5449115.85116-146.9772163.81-129.5887156.94444-30.0222-236.3006177.3755177.56660174.103380185.58229157.90440-222.955-188.6666-233.733-189.5334-93.3211-301.9771198.4711-171.5002131.5166-152.2888123.8166-44.2899-252.9339145.2233118.82880114.440040120.4966392.0130-131.1556-118.3112-145.6228-120.0114410.226-234.7446133.3311-90.0888103.8688-82.2855899.63722-38.7455-118.0771108.917781.368079.17084.3395568.2040-129.7552-121.1668-134.3445-121.5118-70.7055-163.9667127.94883-325.0004176.0766-321.1993173.95992-303.2228-349.4334189.08991-146.7778163.62-120.4331154.2411431.006-297.6334194.4377177.11660173.565560184.9166156.44550-224.0772-188.8556-244-192.2337-31.7511-365.9229215.8333-170.388131.7522-142.0119121.3377419.669-314.5009163.8611120.68660115.661140122.5566890.2430-128.5776-118.0888-153.4555-122.500582.602-302.255151.5733-90.9166103.8888-79.7411298.28666-16.8666-141.511117.624480.528078.00666083.4659966.7060-130.599-121.1448-139.2004-122.86686-47.2533-188.8223134.5322-325.0004176.0766-321.1993173.95992-303.2228-349.4334189.08991-147.422163.6944-111.1557151.5677272.803-340.5771206.19176.72220173.16660184.50225156.390-224.2442-188.7994-254.0997-194.922329.869-407.8773227.4666-170.2222131.7188-131.9333118.467761.601-356.1441175.6366120.670115.345580122.5500789.5020-128.744-118.111-164.166-125.36634125.7477-345.6559163.42-90.8544103.9844-76.266697.16044-2.811-155.4557123.583380.82078.40922083.7825565.1620-130.0994-121.0664-141.8999-124.00068-29.1455-205.9771140.3111-325.0004176.0766-321.1993173.95992-303.2228-349.4334189.08991-135.5664161.86-79.84226145.64994128.8922-375.9224211.5522182.97660184.160040191.06882143.38330-223.5664-190.6228-263.4111-200.844114.871-411.0887235.9366-174.5554133.06-126.1777114.972261.713-364.2445188.1522120.440107.809920152.576652.5280-124.8224-116.788-184.933-128.87704206.3955-419.6559173.5366-89.9522104.4866-67.3855494.1316623.23-179.5118136.972277.06073.098083.3252.0160-138.5002-120.5662-161.3777-127.033567.032-258.3224152.5844-325.0004176.0766-321.1993173.95992-303.2228-349.4334189.089912．根據(jù)上表計(jì)算所得的彎矩值計(jì)算Vb，并同上表的結(jié)果比較得梁剪力設(shè)計(jì)值V，計(jì)算過程見下表計(jì)算公式為：梁剪力設(shè)計(jì)值計(jì)算表樓層梁MblMbrlnVGbVbV五ED-35.1077200.26887.2116.47141.70229154.1377DC188.9766-44.02777.2116.9139.0455148.28777CB-36.5177113.23115.468.5184.13699390.63877BA115.85116四ED-30.0222301.97117.2159.1200.64778200.64778DC252.939910.2267.2107.78147.98558147.98558CB-38.7455163.96775.4101.43126.93882127.94883BA189.08991三ED31.006365.92997.2159.1219.74228219.74228DC314.509982.6027.2107.78168.44997168.44997CB-16.8666188.82335.4101.43136.45883136.45883BA189.08991二ED72.803407.87337.2159.1232.53666232.53666DC356.1411125.74777.2107.78181.40118181.40118CB-2.811205.97115.4101.43142.81444142.81444BA189.08991一ED128.8922411.08777.2159.1241.59668241.59668DC364.2455206.39557.2107.78194.96111194.96111CB23.23258.32445.4101.43158.78336158.78336BA189.08991二、柱內(nèi)力組合1．計(jì)算過程見下表，彎矩以順時針為正，軸力以受壓為正柱內(nèi)力組合計(jì)算表①恒荷載②活荷載(屋面布布雪載)③活荷載(屋面布布活載)④風(fēng)荷載(左風(fēng)))柱截面MNMNMNMN五層E柱239.9310.995.72013.8461.47-4.84-2.21140.15333.559.52010.7661.47-2.9-2.21五層D柱2-9.06531.79-4.642.7-3.18134.9-9.88-4.491-20.41564.11-3.442.7-2.02134.9-5.84-4.49五層C柱2-39.16443.9-7.237.7-7.7113.87-7.74-3.411-18.3476.22-7.537.7-5.6113.87-4.19-3.41五層B柱277.44354.162.726.77.4381.64-2.61-0.98167.97376.724.726.74.9481.64-0.82-0.98四層E柱241.14706.939.6182.89.61124.07-8.98-4.47140.87729.499.9282.89.92124.07-6.66-4.47四層D柱2-25.881167.3-1.53174.5-1.53267.97-18.3-9.061-24.361199.622-1.66174.5-1.66267.97-13.41-9.06四層C柱2-9.61912.87-4.8153.5-4.8228.72-14.49-6.91-12.45945.19-5.06153.5-5.06228.72-9.66-6.9四層B柱265.2794.453.98108.43.98163-4.55-1.97166.3817.014.36108.44.36163-2.34-1.97三層E柱240.371102.7779.92145.29.92186.62-12.38-6.73140.621125.3339.87145.29.87186.62-11.17-6.73三層D柱2-24.361803.066-1.66305.9-1.66401.13-25.23-13.641-24.171835.388-1.64305.9-1.64401.13-22.51-13.64三層C柱2-12.451381.744-5.06269.5-5.06343.51-19.93-10.381-12.311414.066-5.01269.5-5.01343.51-16.4-10.38三層B柱266.31234.74.36190.34.36244.38-6.24-2.97165.441257.2664.3190.34.3244.38-4.16-2.97二層E柱241.531498.66610.08207.810.08249.18-15.73-8.99146.591521.22211.27207.811.27249.18-15.73-8.99二層D柱2-24.842438.744-1.72437.3-1.72534.29-31.89-18.221-28.182471.066-2.03437.3-2.03534.29-31.89-18.22二層C柱2-12.731850.722-5.16385.6-5.16458.29-24.27-13.871-14.811883.044-5.79385.6-5.79458.28-24.27-13.87二層B柱267.611674.8884.45272.14.45325.76-6.95-3.97180.11697.4445.31272.15.31325.76-6.95-3.97一層E柱226.551893.4336.46270.36.46311.39-26.82-11.71113.281928.7773.23270.33.23311.39-32.91-11.71一層D柱2-16.123076.466-1.19569.4-1.19667.97-38.43-16.781-8.063126.522-0.6569.4-0.6667.97-47.15-16.78一層C柱2-8.462319.299-3.4501.2-3.4572.83-42.23-21.331-4.232369.355-1.7501.2-1.7572.83-66.55-21.33一層B柱245.242114.5663353.83407.21-12.99-8.33122.622149.91.5353.81.5407.21-29.49-8.33⑤地震作用(左震震)1.2(①+00.5②)+1..3⑤1.2(①+00.5②)-1..3⑤1.35①+11.4×00.7③1.2①+1..4③MNMNMNMNMN-34.19-15.616.853364.895595.747405.481167.42822480.0777167.256459.2466-20.45-15.6127.295391.967780.465432.553364.74733510.5333163.244486.3188-69.59-31.63-104.0999622.649976.835704.8877-15.34774850.11885-15.3244827.0088-41.12-31.63-79.9888661.433326.924743.6711-29.53331893.75005-27.32865.7922-54.66-24.08-122.377523.996619.746586.6044-60.4122710.85776-57.7722692.0988-29.62-24.08-64.9666562.7812.046625.3888-30.1933754.48996-29.8730.8822-17.09-6.8972.331432.0555116.7655449.9699111.82554558.12332103.33539.2888-7.03-6.8975.245459.127793.523477.041196.60077588.5799288.48566.36-58.89-30.67-21.4233858.1255131.6911937.867764.956881075.9444162.8221022.0114-48.46-30.67-8.002885.1977117.9944964.939964.896111106.4000162.9321049.0886-119.377-62.17-187.15551424.6339123.20771586.2881-36.437741838.46656-33.19881775.9118-98.23-62.17-157.92271463.422397.4711625.0665-34.512281882.09976-31.55661814.7002-95.11-47.32-138.05551126.0228109.23111249.066-17.677751456.52201-18.25221415.6552-70.51-47.32-109.63391164.811273.6871287.8444-21.766631500.15521-22.02441454.4336-28.84-13.5443.1361000.7778118.121035.988291.920441232.2447583.8121181.544-18.55-13.5458.0611027.855106.29111063.055493.777881262.7003585.6641208.6112-77.94-42.36-46.92661355.3776155.71881465.511264.221111671.6227162.3321584.5992-70.32-42.36-36.751382.4448146.08221492.588464.509661702.0883162.5621611.6664-158.822-85.85-236.69942235.6007176.23882458.8117-34.512282827.23384-31.55662725.2554-141.655-85.85-214.13332274.3991154.15772497.6001-34.236672870.87704-31.32764.0338-125.455-65.34-181.06611734.8446145.10991904.733-21.766632201.98888-22.02442139.0002-103.244-65.34-151.9991773.633116.43441943.5114-21.528832245.62208-21.78662177.7886-35.9-18.735.5061571.511128.84661620.13393.777881906.3337485.6641823.7772-29.55-18.742.6931598.5882119.52331647.200292.5581936.7993484.5481850.8444-88.67-50.67-59.38771857.2001171.15551988.944365.943992267.3887463.9482147.2444-88.67-50.67-52.60111884.2773177.94112016.011573.941112297.8443471.6862174.3116-179.699-102.688-264.43373055.3884202.75773322.3552-35.219963815.90032-32.21663674.4994-179.699-102.688-268.63313094.1668198.56333361.1336-40.032243859.53352-36.65883713.2778-136.788-78.16-196.18862350.6116159.44222553.8332-22.242232947.59962-22.52862.477-136.788-78.16-199.0662389.4156.56882592.6116-25.667772991.21184-25.87882901.244-38.48-22.3733.7782144.0335133.82662202.199795.634552580.3332887.3622465.922-39.82-22.3747.542171.1007151.07222229.2669113.338882610.78888103.55442492.9992-105.499-56.11-101.40012361.3553172.87332507.233942.173332861.2992740.9042708.0662-180.677-56.11-216.99972403.7661252.74552549.644721.093442909.0001720.4582750.477-147.977-80.42-212.41193928.8446172.30334137.9338-22.928824807.83316-21.014626.911-262.177-80.42-350.85533988.9118330.78994198.011-11.46994875.41126-10.51224686.9882-181.999-102.244-248.77792950.9556224.39553216.788-14.75333692.41149-14.91223585.111-339.444-102.244-447.36683011.0228435.17663276.8552-7.376553759.99959-7.4563645.1882-62.24-39.9-24.82442697.88821372801.622264.0143253.7221858.4883107.5666-141.255-39.9-155.58812740.299211.66992844.03332.0073301.4330829.2443149.97741.2①+1..4*0..9*(③+4)|M|max,,NNmax,MNmin,MMNMNMNMN59.22447.8555695.747405.481167.42822480.077716.853364.895558.08366474.9277680.465432.553364.74733510.5333127.295391.9677-27.32776802.46446-104.0999622.6499-15.34774850.11885-104.0999622.6499-34.39556841.24886-79.9888661.4333-29.53331893.75005-79.9888661.4333-66.44664671.85996-122.377523.9966-60.4122710.85776-122.377523.9966-34.29554710.64336-64.9666562.78-30.1933754.48996-64.9666562.7899.00122526.62336116.7655449.9699111.82554558.1233272.331432.055586.75522553.6955696.60077588.5799296.60077588.5799275.245459.127750.16188999.0122131.6911937.867764.956881075.9444-21.4233858.125553.151661026.0884117.9944964.939964.896111106.4-8.002885.1977-56.041181726.98866-187.15551424.6339-36.437741838.4666-187.15551424.6339-48.220021765.77706-157.92271463.4223-34.512281882.0998-157.92271463.4223-35.837741374.93372-138.05551126.0228-17.677751456.522-138.05551126.0228-33.487721413.72212-109.63391164.8112-21.766671500.1552-109.63391164.811277.521881156.23378118.121035.988291.920441232.244843.1361000.777882.105221183.30098106.29111063.055493.777881262.700458.0611027.85545.344441549.98854155.71881465.511264.221111671.6227-46.92661355.377647.1061577.05574146.08221492.588464.509661702.0883-36.751382.4448-63.113342651.90094-236.69942235.6007-34.512282827.2338-236.69942235.6007-59.43332690.69934-214.13332274.3991-34.236672870.877-214.13332274.3991-46.427742077.83318-181.06611734.8446-21.766632201.9889-181.06611734.8446-41.748862116.61158-151.9991773.633-21.528832245.6221-151.9991773.63377.191221785.81166128.84661620.13393.777881906.333735.5061571.51178.704441812.88886119.52331647.200292.5581936.799342.6931598.588242.7172101.03314171.15551988.944365.943992267.3887-59.38771857.200150.288442128.10034177.94112016.011573.941112297.8443-52.60111884.2773-72.156663576.73362-264.43373055.3884-35.219963815.9003-264.43373055.3884-76.555523615.52202-268.63313094.1668-40.032243859.5335-268.63313094.1668-52.357782780.83332-196.18862350.6116-22.242232947.5996-196.18862350.6116-55.647762819.60046-199.0662389.4-25.667772991.2118-199.0662389.477.9822415.31114133.82662202.199795.634552580.333333.7782144.033594.053662442.38834151.07222229.2669113.338882610.788947.542171.10076.20642649.71128172.87332507.233942.173332861.2993-101.40012361.3553-21.460082692.12208252.74552549.644721.093442909.0002-216.99972403.7661-69.265524512.25514-212.41193928.8446-22.928824807.8332-212.41193928.8446-69.83774572.32234-350.85533988.9118-11.46994875.4113-350.85533988.9118-67.645583478.0338-248.77792950.9556-14.75333692.4115-248.77792950.9556-91.07113538.111-447.36683011.0228-7.376553759.9996-447.36683011.022841.700663040.066081372801.622264.0143253.7222-24.82442697.8882-8.123443082.46688211.66992844.03332.0073301.4331-155.58812740.2992．根據(jù)上表計(jì)算所得的彎矩值計(jì)算柱剪力設(shè)計(jì)值，計(jì)算見下表計(jì)算公式為：（）樓層柱MctMcbHnVc五E柱95.74780.4652.869.226114D柱104.099979.9882.872.319889C柱122.3764.9662.873.596229B柱116.765593.523377.10566四E柱131.6911117.99442.898.090554D柱187.1555157.92772.8135.56779C柱138.0555109.63992.897.308336B柱118.12106.2911382.284003三E柱155.7188146.08222.8118.56443D柱236.6944214.13332.8177.11006C柱181.0611151.992.8130.84115B柱128.8466119.5233391.068663二E柱171.1555177.94112.8137.14449D柱264.4377268.63112.8209.41996C柱196.1866199.062.8155.27552B柱133.8266151.07223104.46226一E柱172.8733252.74554.4106.40445D柱212.4199350.85334.4140.8188C柱248.7799447.36884.4174.03668B柱137211.66994.683.3773373．根據(jù)以上計(jì)算結(jié)果，由式驗(yàn)算強(qiáng)柱弱梁，若不滿足，則由調(diào)整柱端彎矩設(shè)計(jì)值（ηc=1.1）計(jì)算過程見下表（M’cb和M’c分別為調(diào)整后的柱端彎矩設(shè)計(jì)值）左震樓層節(jié)點(diǎn)McbMctMcMblMbr1.1MbMcb'Mct'五A6.8536.85335.10738.61777038.61777B104.0999104.0999200.2688-98.4966111.949920-111.94492C122.37122.37151.3811-36.5177126.350040-126.35504D72.33172.331-113.2331201.636697.24555097.24555四A27.295-21.42335.87230.02233.02422153.507741477-120.48832B79.988187.1555267.1433301.9711-44.2899283.45002-84.87007-198.57795C64.966138.0555203.0211234.7466-38.7455215.60111-68.99116-146.60095D75.24543.136118.3811-163.9667303.2288153.1877197.3683355955.8187744三A8.00246.92654.92831.00634.10666-8.002-46.9266B157.9277236.6944394.6211365.929919.669424.15778-169.74476-254.40012C109.6399181.0611290.7302.25-16.8666313.92224-118.39974-195.5225D58.06135.50693.567-188.8223303.2288125.8455578.090773258847.7547767二A36.7559.38796.13772.80380.08333-36.75-59.3877B214.1333264.4377478.57407.873361.601516.42114-231.06694-285.3552C151.99196.1866348.1766345.6599-2.811377.13228-164.13306-212.50022D42.69333.77876.471-205.9771303.2288106.9822759.727337915547.2553321一A52.601101.4011154.0022128.8922141.78112-52.6011-101.4001B268.6311212.4199481.05411.087761.713520.08-290.42264-229.65536C199.06248.7799447.8399419.659923.23487.17779-216.54458-270.63322D47.54-24.824422.716-258.3224303.228849.39444103.372250299-53.97881右震五A95.7474495.74744124.0011136.401110136.40111B76.83576.835-109.7888188.976687.10688087.10688C19.74619.746-44.027771.27929.97722029.97722D116.7655116.7655-68.7977201.6366146.122290146.12229四A80.465131.6911212.1566236.3066259.9366698.5868881911161.349972B26.924123.2077150.1311-93.3211252.9399175.5799831.4879904133144.09119C12.046109.2311121.277710.226118.0711141.1266714.0175597966127.10991D93.523118.12211.6433-70.7055303.2288255.77553113.024463766142.750066三A117.9944155.7188273.7122297.6344327.39774141.137713988186.260026B97.471176.2388273.7099-31.7511314.5099311.03338110.762280111200.2711C73.687145.1099218.796682.602141.51246.5233283.0250078333163.498812D106.2911128.8466235.1377-47.2533303.2288281.57225127.281163844154.290086二A146.0822171.1555317.2377340.5711374.62881172.509958155202.118852B154.1577202.7577356.91449.869356.1411402.6111173.894428255228.716672C116.4344159.4422275.8766125.7477155.4577309.32444130.5500962178.773344D119.5233133.8266253.3499-29.1455303.2288301.49113142.235519599159.25661一A177.9411172.8733350.8144375.9244413.51664209.7455112203.771129B198.5633172.3033370.866614.871364.2455417.02776223.278808799193.749951C156.5688224.3955380.9633206.3955179.5188424.50443174.462258366250.041172D151.0722137288.07227.032303.2288341.2866178.978872277162.307728三內(nèi)力設(shè)計(jì)值匯總1．梁內(nèi)力設(shè)計(jì)值匯總樓層梁EDDC截面123456五M+0149.2477600141.929940M--124.00010-200.2668-188.97760-151.3881V154.1377148.28777四M+0185.5822900120.4966310.226M--236.30060-301.9771-252.93390-234.7446V200.64778147.98558三M+31.006184.9166019.669122.5566882.602M--297.63340-365.9229-314.50090-302.255V219.74228168.44997二M+72.803184.502259.86961.601122.55007125.7477M--340.57710-407.8773-356.14410-345.6559V232.53666181.40118一M+128.8922191.0688214.87161.713152.5766206.3955M--375.92240-411.0887-364.24450-419.6559V241.59668194.96111CBBA78910059.1227700-72.553310-115.3771-247.544990.63877115.85116084.3395500-118.07710-163.9667-349.4334127.94883189.08991083.4659900-141.5110-188.8223-349.4334136.45883189.08991083.7825500-155.45570-205.9771-349.4334142.81444189.0899123.2383.327.0320-179.51180-258.3224-349.4334158.78336189.089912．柱內(nèi)力設(shè)計(jì)值匯總樓層柱截面|M|max,,NNmax,MNmin,MVMNMNMN五E柱頂136.40111405.481167.42822480.0777138.61777364.895569.22611底98.58699432.55336