襄樊学院土木工程建筑工程专业毕业设计 第18页

AB﹑CD跨布置活荷载作用下脸端剪力﹑柱轴力图

襄樊学院土木工程建筑工程专业毕业设计 第19页

3.BC﹑CD跨布置活荷载

襄樊学院土木工程建筑工程专业毕业设计 第20页

BC﹑CD跨布置活荷载作用下梁柱弯矩图

BC﹑CD跨布置活荷载作用下梁端剪力﹑柱轴力图

襄樊学院土木工程建筑工程专业毕业设计 第21页

5.3风荷载内力计算

1.风荷载内力计算（kN?m）

y0=0.45k=3.47M上=1.57αc=0.54M下=1.29V7=1.02y0=0.39k=1.83M上=1.54αc=0.48M下=0.98V7=0.9y0=0.38k=1.58y0=0.29k=0.67M上=1.44αc=0.44M上=0.95αc=0.25M下=0.88V7=0.83M下=0.39V7=0.48P7=3.20VP7=3.20y0=0.47k=3.47M上=3.07αc=0.54M下=2.72V6=2.07y0=0.44k=1.83M上=2.84αc=0.48M下=2.23V6=1.81y0=0.43k=1.58M上=2.68αc=0.44M下=2.02V6=1.68y0=0.35k=0.67M上=1.77αc=0.25M下=0.95V6=0.97P6=3.26VP6=6.46y0=0.50k=3.47M上=4.41αc=0.54M下=4.41V5=3.15y0=0.45k=1.83M上=4.25αc=0.48M下=3.48V5=2.76y0=0.45k=1.58M上=3.94αc=0.44M下=3.23V5=2.56y0=0.40k=0.67M上=2.49αc=0.25M下=1.66V5=1.48P5=3.39VP5=9.85y0=0.50k=3.47M上=5.94αc=0.54M下=5.94V4=4.24y0=0.49k=1.83M上=5.3αc=0.48M下=5.1V4=3.71y0=0.48k=1.58M上=5.01αc=0.44M下=4.62V4=3.44y0=0.45k=0.67M上=3.06αc=0.25M下=2.51V4=1.99P4=3.39VP4=13.24y0=0.50k=3.47M上=7.45αc=0.54M下=7.45V3=5.32y0=0.49k=1.83M上=6.65αc=0.48M下=6.39V3=4.66y0=0.48k=1.58M上=6.29αc=0.44M下=5.81V3=4.32y0=0.45k=0.67M上=3.83αc=0.25M下=3.14V3=2.49P3=3.39VP3=16.63y0=0.50k=3.47M上=8.97αc=0.54M下=8.97V2=6.41y0=0.55k=4.83αc=0.78y2=0M上=9.02V1=7.16M下=11.03y0=0.50k=1.83M上=7.85αc=0.48M下=7.85V2=5.61y0=0.50k=1.58M上=7.29αc=0.44M下=7.29V2=5.21y0=0.50k=0.67M上=4.2αc=0.25M下=4.2V2=3.0P2=3.39VP2=20.02y0=0.55k=2.54αc=0.67y2=0M上=7.82V1=6.21M下=9.56y0=0.55k=2.21y0=0.70k=0.93y2=0αc=0.63y2=0αc=0.49M上=7.52V1=5.97M上=3.81V1=4.54M下=9.19M下=8.9P1=3.85VP1=23.87ABCD