內力組合表截面內力1.2*恒+1.4*活（起控制作用的活）+Mmax-Mmax+Nmax-Nmax+Vmax-Vmax柱截面1-1M 19.006 -11.746 -11.746 51.24 -117.46 199.066V-13.44850.23850.2382.90450.238-13.448N-126.408-42.534-42.534-391.488-42.534-126.4082-2M -9.83 -165.09 -9.83 -165.09 -9.83 -95.762V-1.574-45.072-1.574-45.072-1.574-61.424N-42.534-517.68-42.534-517.68-42.534-126.4083-3M 74.562 -89.21 -35.086 -89.21 -35.086 -89.21V-45.072-62.414-21.412-62.414-25.614-62.44N-56.75-109.488-1.448-109.488-1.448-109.4884-4M -0.286 -149.736 -0.286 -149.736 -18.206 -149.488V-4.01-61.424-4.01-61.424-2.386-61.424N-25.614-109.488-25.614-109.488-33.328-109.488 梁 截面1-1M 4.814 -256.09 -13.106 -256.09 -256.09 4.814V-3.88472.1223.9772.12272.122-3.884N-3.408-70.916-2.792-70.916-70.916-3.4082-2M 59.422 -4.922 4.402 59.422 59.422 -4.922V32.236-0.6640.86232.23632.236-0.664N-28.76-1.56-0.944-65.932-34.5-1.563-3M 73.189 -4.922 -13.106 59.422 59.422 -4.922V22.7860.4563.9732.23632.236-0.664N29.244-1.56-0.944-65.932-65.932-1.564-4M 133.88 1.51 1.51 133.88 91.684 91.684V-7.6242.5682.568-7.6246.278-16.878N-60.950.30.916-60.95-43.828-40.93內力組合表截面內力1.2*恒+0.9*1.4*活（全部活荷載）+Mmax-Mmax+Nmax-Nmax+Vmax-Vmax柱截面1-1M364.328-6.086110.536266.38590.401268.905V96.851.2721.272-96.858-30.904-98.95N-272.82-102.078-197.415-523.16-75.226-370.4572-2M-52.456-212.024-49.606-198.48-71.964-89.31V-69.696-57.426-69.696-54.42610.932-50.211N-75.002-113.74-207.45-542.56-102.078-113.743-3M80.172-50.638-37.67921.08871.639-39.077V79.818-77.374-37.205-87.366-30.392-106.306N-36.862-103.541-34.674-84.408-36.862-109.6014-4M-21.334-301.648-21.334-298.52-130.937-238.352V-39.511-61.309-39.511-61.309-31.612-90.408N-36.862-110.58-28.392-111.306-73.364-105.393 梁 截面1-1M-29.434-230.644-45.562-293.417-293.417-29.434V2.80861.5249.87769.86569.8652.808N-40.028-78.785-39.473-96.803-96.803-40.0282-2M89.075-40.0064.94515.54215.542-3.673V42.8139.365.59332.481-54.5853.368N-66.316-38.822-38.954-92.133-92.133-0.6323-3M96.466-33.76226.33512.3352.36645.221V-26.15256.3389.66978.26932.4814.219N45.33141.201-37.625-92.13312.5560.2214-4M103.69327.652-23.33645.22178.2251.326V69.32212.6647.22833.26510.783-22.771N12.30215.896-33.157-87.46345.221-96.226內力組合表截面內力1.0*恒+1.4*風+Mmax-Mmax+Nmax-Nmax+Vmax-Vmax柱截面1-1M 25.494 -24.486 -24.486 25.494 -24.486 25.494V-2.78846.2446.24-2.78846.264-2.788N-37.58-29.866-29.866-37.58-29.866-37.582-2M -9.83 -19.644 -19.644 -9.83 -9.83 -19.644V-1.574-7.986-7.986-1.574-1.574-7.986N-42.534-50.248-50.248-42.534-42.534-50.2483-3M -3.278 -13.092 -3.278 -13.092 -3.278 -13.092V-1.448-7.986-1.448-7.986-1.448-7.986N-25.614-33.328-25.614-33.328-25.614-33.3284-4M -1.65 -18.206 -1.65 -18.206 -18.206 -1.65V1.612-0.0121.612-0.012-0.0121.612N-23.48-15.766-23.48-15.766-15.766-23.48 梁 截面1-1M 4.814 -13.106 -13.106 4.814 -13.106 4.814V-3.8843.973.97-3.8843.97-3.884N-3.408-2.792-2.792-3.408-2.792-3.4082-2M 0.642 0.642 0.642 0.642 0.642 0.642V-1.118-2.644-1.118-2.644-1.118-2.644N3.3342.7183.3342.7183.3342.7183-3M 0.642 -0.642 0.642 -0.642 0.642 -0.642V-1.118-2.644-1.118-2.6