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1、2.7水平地震作用內力計算設計資料:根據(jù)《建筑抗震設計規(guī)范》（GB50011—2001）第5.1.3條：屋面重力荷載代表值Gi=屋面恒載+屋面活荷載+縱橫梁自重+樓面下半層的柱及縱橫墻自重；各樓層重力荷載代表值Gi=樓面恒荷載+50%樓面活荷載+縱橫梁自重+樓面上下各半層的柱及縱橫墻自重；總重力荷載代表值。主梁與次梁截面尺寸估算:主梁截面尺寸的確定：當跨度取，主梁高度應滿足：，考慮到跨度較大，取，則：，取。當跨度取，主梁高度應滿足：，考慮到跨度較大，取，則：，取。一級次梁截面尺寸的確定：跨度取，次梁高度應滿足：，考慮到跨度較大，取，
2、則：，取。二級次梁截面尺寸的確定：跨度取，次梁高度應滿足：，考慮到跨度較大，取，則：，取。66柱的截面尺寸估算:根據(jù)公式：公式來估算每層柱的截面尺寸其中為放大系數(shù)，通常范圍為1.1—1.3n為層數(shù)，A：代表柱的受荷面積代表每平方米的重量13~~18表示軸壓比表示混凝土的抗壓強度根據(jù)設計圖紙可得柱的截面尺寸如下:層數(shù)柱的截面尺寸1650×6002650×6003600×6004600×6005600×6006600×5507600×5508600×550662.7.1各層樓面的重力荷載代表值計算梁柱自重計算列表梁柱編號梁（柱）寬梁（柱
3、）高梁每米重量梁長L每根重量根數(shù)總重梁柱自重每層梁柱b(mm)h(mm)（b+40)×h×25/1000000∑G（kN）∑G（kN）(kN/m)(m)nKL13507006.836.947.09723390.66----KL23507006.834.832.76642096.64----KL33507006.834.530.71561719.9----KL43507006.833.624.578196.56----KL53507006.83427.3016436.8----KL63507006.832.416.388131.04-
4、---KL73507006.835.8539.931606388.2----KL83507006.83640.951204914----KL93507006.836.645.05241081.08----KL103507006.834.832.7624786.24----KL113507006.836.947.09241130.22----KL123507006.834.530.7116491.4----KL132003502.103.67.5624181.44----KL142003502.1048.403362822.4----
5、KL152003502.106.914.4940579.6----KL162003502.102.14.4156246.96----KL172003502.107.215.1232483.84----KL182003502.102.45.0440201.6----KL192003502.101.83.78830.24----KL202003502.1024.2024100.8----KL212003502.1036.30144907.2----KL222003502.104.59.4516151.2----KL232003502.1
6、04.810.0816161.28----KL242003502.103.36.9332221.76----KL252003001.802.855.13160820.8----KL262003001.8035.40168907.2----KL272003001.801.83.24825.92----KL282003001.802.44.32136587.5231192.53899.063(1~2層)60065010.405.4556.681247028.327028.323514.165(3~5層)6006009.603.634.5
7、61866428.166428.162142.7266墻體自重計算列表墻體墻厚t(mm)墻高h(mm)墻體容重kN/m3每米墻總量（t＋40)×h×19/1000000（kN/m）墻長L(m)有門窗洞口的墻長l1（m）無門窗洞口的墻長l2（m）折減后的總墻長0.8*l1+l2（m）每片重量kN墻片數(shù)n總重kN底層墻20036000.4516.4252.63220.646.2758.421758.4220036001816.42173.9144.929144.922379.0112379.011003600189.58148.5411
8、07.5140.31343.5111343.5110038501810.2468.74919.758.9603.191603.1910039001810.3717.6～17.617.6182.581182.5810040801810.
