梁2

框架梁荷载效应组合及内竖向荷载恒载活载重力荷载代表值风载SwkSGk杆件编号控制截面内力种类SQkSGE123左风4a右风4b左端顶层边跨跨中右端左端顶层中跨跨中右端左端三层边跨跨中右端左端三层中跨跨中右端左端二层边跨跨中右端左端二层中跨跨中右端ＭＶＭＭＶＭＶＭＭＶＭＶＭＭＶＭＶＭＭＶＭＶＭＭＶＭＶＭＭＶ73.51283.16101.42196.246-90.82-31.21214.54-19.332-31.212-14.54-64.54864.2569.4965-72.369-67.19-12.51911.18-3.099-12.519-11.18-27.43264.1569.3345-72.369-67.39-14.25611.8-4.836-14.256-11.8-23.4924.9429.4105-30.159-26.23-11.4843.65-8.204-11.484-3.65-28.71924.7423.2715-30.888-25.48-6.9393.65-3.659-6.939-3.65-28.11624.6523.617-30.87-25.57-7.3623.65-4.082-7.362-3.6561.76795.63116.1262581.1665-103.935-36.95416.365-23.434-36.954-16.365-78.907576.6281.13225-87.813-79.93-15.988513.005-4.9285-15.9885-13.005-41.4976.47581.143-87.804-80.175-17.93713.625-6.877-17.937-13.6254.76-1.12-1.5-2.61-1.125.33-3.950-5.33-3.9511.21-2.752.22-6.95-2.7514.18-10.50-14.18-10.518.29-4.513.37-11.45-4.5123.36-17.30-23.36-17.3-4.761.121.52.611.12-5.333.9505.333.95-11.212.75-2.226.952.75-14.1810.5014.1810.5-18.294.51-3.3711.454.51-23.3617.3023.3617.3左端一层边跨跨中右端左端一层中跨跨中右端ＭＶＭＭＶＭＶＭＭＶ-60.97564.0772.575-70.695-67.37-15.18364.07-5.763-15.183-67.37-27.52224.5623.94-30.798-25.66-8.0193.65-4.739-8.019-3.65-74.73676.3584.545-86.094-80.2-19.192565.895-8.1325-19.1925-69.19516.18-4.390.52-12.4-4.3925.32-18.760-25.32-18.76-16.184.39-0.5212.44.39-25.3218.76025.3218.76注：

1. 10a(b)栏内的值分别根据梁左右两端在左震下的弯矩(9a栏)和右震下的弯矩(9b栏)进行调整得到。2. 10c栏内的指梁在重力荷载代表值作用下，按简支梁分析的梁端截面剪力乘以分项系数1.2。

合及内力级差调整表（　　） 　 单位：弯矩（kN·　　　　　荷 载　效 应　组　合由永久荷载效应控制的组合由可变荷载效应控制的组合地震作用效应与其它荷载效应的组合水平地震作用SEhk左震5a右震5b6=1.35 ×1+1.4×0.7×267=1.2×1+1.4×28a(b)=1.2*1+0.9(1.4*2+19a(b)=1.2*3+1.3*5a(b).4*4a(b))755.3284134.708162.879973.2726-145.706-53.53222.558-34.684-53.532-22.558-117.6642111.736115.9759-130.086-116.3-24.737418.526-8.8414-24.7374-18.526-72.2808111.49116.2652-130.0608-116.666-27.41419.27-11.518-27.414-19.278a左风64.6146129.8052156.8724374.20626-143.445-45.2084417.07-33.53544-58.64004-27.024-99.51894104.8074115.51509-134.51868-116.1978-5.899144.785-8.32914-41.63274-31.245-45.29916102.3564117.20502-140.166-118.76883.05028-3.039-10.94652-55.81692-40.5578b右风52.6194132.6276160.6524380.78346-140.6226-58.6400427.024-33.53544-45.20844-17.07-127.76814111.7374109.92069-117.00468-109.2678-41.6327431.245-8.32914-5.89914-4.785-91.38996113.7216108.71262-111.312-107.4036-55.8169240.557-10.946523.050283.0399a左震142.929498.61155.731559.6218-140.86832.7712-37.484-28.1208-121.4608-76.761.64166.90698.9967-174.3016-120.954121.1878-88.368-5.9142-159.5602-119.58112.28348.428116.0396-229.3328-139.552231.4686-171.058-8.2524-274.5174-203.7589b右震5.3114130.902122.9715135.1778-108.576-121.460876.76-28.120832.771237.484-191.019116.98295.7207-36.4496-70.878-159.5602119.58-5.9142121.187888.368-211.859135.11278.703618.6032-52.868-274.5174203.758-8.2524231.4686171.05852.93-12.4212.6-29.06-12.4259.32-43.940-59.32-43.9474.1-19.261.26-53.02-19.26107.98-79.980-107.98-79.98124.67-33.3414.36-95.36-33.34194.61-144.160-194.61-144.16-52.9312.42-12.629.0612.42-59.3243.94059.3243.94-74.119.26-1.2653.0219.26-107.9879.980107.9879.98-124.6733.34-14.3695.3633.34-194.61144.160194.61144.1676.221136.7072165.74064100.37628-148.3124-53.3905223.206-34.13812-53.39052-23.206-115.28442110.9827116.626345-127.96839-115.6769-23.7008718.67-7.76947-23.70087-18.67-64.58688110.7595116.746235-127.95075-116.0351-26.4603619.507-10.52896-26.46036-19.507112.74-30.1713.29-86.38-30.17176.3-130.590-176.3-130.59-112.7430.17-13.2986.3830.17-176.3130.590176.3130.59-109.28781110.5633121.43745-125.62029-116.0963-28.3556790.0715-12.42427-28.35567-94.5265-111.7008111.268120.606-127.9512-116.768-29.446281.994-13.5502-29.4462-85.954-87.46092102.2982117.9096-139.26348-118.7073.5796657.8454-12.88674-60.22674-109.0806-128.23452113.361116.5992-108.01548-107.6442-60.22674105.1206-12.886743.57966-61.805456.878852.399118.731-215.6068-135.461206.159-90.693-9.759-252.221-252.801-236.2452130.84184.1778.9812-57.019-252.221248.841-9.759206.15986.733得到。

（kN·m）/ 剪力、轴力（kN）　第　页；共　页内力级差调整：强剪弱弯最终设计值(处理后)调整后的梁端剪力设计值选取有地震作用组合的结果或经过级差调整后的结果10a(b)=10a左震10b右震10c11a＝10a+10c133.540211b=10b+10c12a107.19705113.51116.79862544.71635-119.737824.5784-31.8614-21.0906-91.0956-65.2461.2307556.870174.247525-130.7262-102.810990.89085-75.1128-4.43565-119.67015-101.64384.2122549.994287.0297-171.9996-118.6192173.60145-145.3993-6.1893-205.88805-173.194312b3.98355111.2792.228625101.38335-92.2896-91.095665.246-21.090624.578431.8614-143.2642599.434771.790525-27.3372-98.75847-119.67015101.643-4.4356590.8908575.1128-158.89425114.845259.027713.9524-93.9542-205.88805173.1943-6.1893173.60145145.399312a142.9294133.5402155.731559.6218-140.86832.7712-37.484-28.1208-121.4608-76.761.64166.90698.9967-174.3016-120.954121.1878-88.368-5.9142-159.5602-119.58112.28358.8167116.0396-229.3328-139.552231.4686-171.058-8.2524-274.5174-203.75833.757723.4148799.7825123.1973733.7577-14.781623.41487-14.7816-99.782516.365-66.02481.5834-76.367631.5834-14.7816-28.77677-14.7816-37.91143-16.36578.275-31.146649.49823-31.146640.36357-28.77677-6.3954-37.91143-6.3954-78.27513.005-107.051776.6096-116.186436.6096-6.3954-19.5083-6.3954-32.2093-13.00578.325-19.400458.8167-19.400446.1157-19.5083-7.17475-32.2093-7.17475-78.32513.625-97.83336.45025-110.53436.45025-7.17475-7.17475-13.625-20.79975-20.79975-26.45467-37.877325.11-1.34467-12.7673-26.45467-7.677-37.8773-7.677-25.1165.895-51.5646758.218-62.987358.218-7.677-7.677-65.895-73.572-73.57242.659144.5391589.04825-161.7051-115.14185154.61925-77.08905-7.31925-189.16575-214.88085-177.1839111.2148563.132756.735953.53921-189.16575211.51485-7.31925154.6192573.7230556.878852.399118.731-215.6068-135.461206.159-90.693-9.759-252.221-252.80112b5.3114130.902122.9715135.1778-108.576-121.460876.76-28.120832.771237.484-191.019116.98295.7207-36.4496-116.18643-159.5602119.58-5.9142121.187888.368-211.859135.11278.703618.6032-110.5343-274.5174203.758-8.2524231.4686171.058-236.2452130.84184.1778.9812-62.9873-252.221248.841-9.759206.15986.733