2003屆畢業(yè)設(shè)計說明書土木99-2班沈剛Frank.Rem.Shen西安科技大學(xué)建筑與土木工程學(xué)院續(xù)表：4-144框架梁內(nèi)內(nèi)組合表注：表中MDEE和MEF分別為DE跨和EF跨的跨間間最大正彎彎矩。M以下部受受拉為正，V以向上為為正。層次截面位置內(nèi)力SGKSQKSWKSEK1.2SGK++1.266(SQK±SWK))γRE[1.2((SGK+0.5SQK))±1.3SSEK]1.35SGKK+SQK1.2SGKK+1.4SQKKV=γRE[ηηVb(Mlb+Mrb)/lln+VGb]二層DM-43.75-44.982.090194.0-106.5441-111.8008132.90775-245.3993-104.0443-115.4772235.71V69.6371.62-0.910-57.8172.65006174.9433835.38088155.60448165.62005183.8244ElM-66.94-68.87-3.280-152.8-171.2337-162.9771-235.055262.907775-159.2339-176.7446V77.3679.580.91057.8194.24994191.95662166.2099645.98566184.0166204.2444ErM-60.1-61.813.280152.8-145.8668-154.133371.711225-226.2449-142.9445-158.6554265.98V73.575.6-1.090-50.9182.08226184.8299447.864153.7366174.8255194.04跨間MDE166.67164.86220.77184.98157.96175.33MEF175.04184.9686.053271.4977171.5344190.3844一層DM-39.49-40.612.710256.5-95.1422-101.9771199.31778-300.8557-93.92115-104.2442292.76V68.970.86-1.150-75.7170.51446173.4122615.76173.2166163.8755181.8844ElM-67.1-69.02-4.160-197.7-172.7227-162.2444-279.033106.4855-159.6005-177.1448V78.180.341.15075.7196.39774193.49994185.8428.384185.7755206.1966ErM-60.58-62.314.160197.7-145.9665-156.4448114.86993-270.6446-144.0993-159.933308.96V73.5075.60-1.390-65.9181.70446185.2077432.264169.3366174.8255194.04跨間MDE160.7