如何在word中插入橫頁(精編版)

1、.光標(biāo)放在本文件最后敲回車使之出現(xiàn)一頁新頁，然后文件-頁面設(shè)置 -頁邊距方向選“橫向”，“預(yù)覽”“應(yīng)用于”選“插入點(diǎn)之后”光標(biāo)放在本文件最后敲回車使之出現(xiàn)一頁新頁，然后文件-頁面設(shè)置 -頁邊距方向選“橫向”，“預(yù)覽”“應(yīng)用于”選“插入點(diǎn)之后”光標(biāo)放在本文件最后敲回車使之出現(xiàn)一頁新頁，然后文件-頁面設(shè)置 -頁邊距方向選“橫向”，“預(yù)覽”“應(yīng)用于”選“插入點(diǎn)之后”光標(biāo)放在本文件最后敲回車使之出現(xiàn)一頁新頁，然后文件-頁面設(shè)置 -頁邊距方向選“橫向”，“預(yù)覽”“應(yīng)用于”選“插入點(diǎn)之后”.'.光標(biāo)放在本文件最后敲回車使之出現(xiàn)一頁新頁，然后文件-頁面設(shè)置 -頁邊距 -方向選“橫向”， “預(yù)覽”“應(yīng)

2、用于”選“插入點(diǎn)之后”.'表 9.3a橫向框架 a 柱彎矩和軸力組合 re1.2(sgk+0.5s qk)層截內(nèi)次面力恒荷載sgk活荷載地震ssek+1.3s ek1.35s gk+sqk1.2s gk+1.4sqk|mmax|nnminmnmaxmqk（雪荷載）m68.597.15-4.45-45.315.56103.9099.7592.32103.9015.5699.75柱頂n184.9912.956.63-11.6158.16180.78262.69240.12180.78158.16262.695m-48.98-11.29-10.5912.78-36.39-61.31-77.4

3、1-74.58-61.31-36.39-77.41柱底n216.1812.956.63-11.6186.24208.86304.79277.55208.86186.24304.79m39.7114.5515.04-75.8-31.40116.4168.1668.02116.41-31.4068.16柱頂n415.5664.8958.38-34.33366.80433.75625.90589.52433.75366.80625.904m-43.48-13.26-13.2640.82-5.30-84.90-71.96-70.74-84.90-5.30-71.96柱底n446.7564.8958.3

4、8-34.33394.87461.82668.00626.95461.82394.87668.00m43.4813.2613.26-89.04-44.50140.7171.9670.74140.71-44.5071.96柱頂n646.12116.66110.15-69.06563.74698.41988.92938.67698.41563.74988.923m-42.51-12.93-12.9372.8528.75-122.78-70.32-69.11-122.7828.75-70.32柱底n677.31116.66110.15-69.06631.27774.911031.03976.1077

5、4.91631.271031.03m44.9113.6613.66-77.56-30.99130.3374.2973.02130.33-30.9974.29柱頂n876.69168.42110.15-109.65780.461008.531351.951287.821008.53780.461351.952m-55.67-16.93-16.93116.3459.42-182.56-92.08-90.51-182.5659.42-92.08柱底n907.88168.42161.91-109.65835.251063.321394.061325.241063.32835.251394.06m26.

6、758.098.09-85.75-59.62118.7444.2043.43118.74-59.6244.20柱頂n1107.17220.13213.62-169.14989.521341.331714.811636.791341.33989.521714.811m-13.38-4.05-4.05209.93203.54-233.12-22.11-21.73-233.12203.54-22.11柱底n1150.64220.13213.62-169.141031.25 1383.061773.491688.951383.061031.251773.49注： 1、2、3( 底) 層柱軸壓比 >0.15, re取 0.8 ； 3( 頂) 、4、5 層柱軸壓比 <0.15 ， re取 0.75 。考慮地震荷載時(shí)取屋面活荷載為雪荷載層次表 9.3b5( 未調(diào))橫向框架 a柱彎矩設(shè)計(jì)值的調(diào)整（調(diào)整方法見例）4（未調(diào)）321截面柱頂柱底柱頂柱頂柱頂柱底柱頂柱底柱頂柱底 re（ mc c mb）103.9061.31116.4184.90