主梁弯矩计算表

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1、项次荷载简图恒载52.20128.851活载84.672-50.821-45.104活载42.27636.374④活载-11.25-22.539.652⑤活载74.264-36.491-9.744⑥活载15.1830.3610.339内力组合+189.245136.873-156.118-21.97-4.46-103.589+167.92994.477-219.35665.225109.364-86.94+④87.63929.701-139.06591.02380.296-171.246+⑤184.982126.465-168.553-7.6430.9-52.934+⑥87.63982.561

2、-150.85540.94450.983-120.74最不利内力组合项次+④+⑥+④+③+++④组合值（KN.m）87.63929.701-219.356-21.97-4.46-171.246组合项次+++④+④++⑤组合值（KN.m）189.245136.873-139.06591.023109.364-52.934项次荷载简图恒载活载活载④活载⑤活载⑥活载组合项次+⑥+++④+++⑥+组合值35.606-159.64869.808-17.40648.737-130.88260.28-94.215组合项次++④++⑤++⑥++组合值95.947-84.771144.68469.075106.

3、414-56.005149.509-34.873