岳陽(yáng)市一中新校區(qū)宿舍樓設(shè)計(jì)畢業(yè)論文(完整版)
【正文】 0a2=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0γ=5`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=4`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=3`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=2`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0a3=1 γ2=0γ=1`i= γ0 =a1=1 γ1 =0a2=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0γ=`i= γ0 =a1=1 γ1 =0a2=1 γ2=0γ=柱端剪力計(jì)算：Vij= Vj Dij／ΣD柱端彎矩計(jì)算：M上= Vij（1y）h M下= Vijyh柱樓層VjDijΣDDij/ΣDVijγM上M下A軸618197798825181977988241819779882318197798822181977988211253252678C軸621744798825217447988242174479882321744798822217447988211380752678D軸621744798825217447988242174479882321744798822217447988211380752678F軸618197798825181977988241819779882318197798822181977988211253252678梁端彎矩剪力計(jì)算由節(jié)點(diǎn)彎矩平衡可知，梁端彎矩之和等于柱端彎矩只和。M左=(i左/i左+i右)(M上+M下) M右=(i右/i左+i右)(M上+M下)M左+ M右= M上+M下（MA右）樓面層柱端彎矩柱端總彎矩MA右6上柱0下柱5上柱下柱4上柱下柱3上柱下柱2上柱下柱1上柱下柱（MF左）樓面層柱端彎矩柱端總彎矩MF左6上柱0下柱5上柱下柱4上柱下柱3上柱下柱2上柱下柱1上柱下柱（MC）樓面層柱端彎矩M總iC左iC右MC左MC右6上柱0104104下柱5上柱104104下柱4上柱104104下柱3上柱104104下柱2上柱104104下柱1上柱104104下柱（MD）樓面層柱端彎矩M總iD左iD右MD右MD左6上柱104104下柱5上柱104104下柱4上柱104104下柱3上柱104104下柱2上柱104104下柱1上柱104104下柱樓層MA右MC左VA右=VC左MC右MD左VC右=VD左MD右MF左VD右=VF左654321樓層VA右NAVC左VC右NCVD左VD右NDVF左NF654321第六章 框架內(nèi)力組合桿件編號(hào)控制截面內(nèi)力種類豎向荷載風(fēng)荷載水平地震重力荷載代表值內(nèi)力組合最大值最小值恒載活載SWSE永久荷載效應(yīng)組合 可變荷載效應(yīng)組合 地震作用效應(yīng)組合SGSQSGE（SG+SQ）（++)γRE(+)12左風(fēng)3a右風(fēng)3b左震4a右震4b5 左風(fēng)右風(fēng)左震右震組合項(xiàng)次 1+21+2+3a1+2+3b5+4a5+4b6層AC梁左端MV跨中M 0000000右端M96V5層AC梁左端MV跨中M 0000000右端MV4層AC梁左端MV跨中M 0000000右端MV3層AC梁左端MV跨中M 0000000右端MV2層AC梁左端M178V跨中M 0000000右端MV1層AC梁左端MV跨中M 0000000右端M147V桿件編號(hào)控制截面內(nèi)力種類豎向荷載風(fēng)荷載水平地震重力荷載代表值內(nèi)力組合最大值最小值恒載活載SWSE永久荷載效應(yīng)組合 可變荷載效應(yīng)組合 地震作用效應(yīng)組合SGSQSGE（SG+SQ）（++)γRE(+)12左風(fēng)3a右風(fēng)3b左震4a右震4b5 左風(fēng)右風(fēng)左震右震組合項(xiàng)次 1+21+2+3a1+2+3b5+4a5+4b6層CD梁左端MV跨中M 0000000右端MV5層CD梁左端MV跨中M 0000000右端MV4層CD梁左端MV跨中M
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