单向板肋梁楼盖按弹性理论方法计算连续梁的内力时,其活荷载的不利布置规律()。 A. 若需求某跨跨中最大正弯矩时,除了必须在该跨布置活荷载外,还须每隔一跨布置活荷载; B. 若需求某跨跨中最大负弯矩时,除了必须在该跨布置活荷载外,还、右两相邻跨布置活荷载,然后再隔跨布置活荷载; C. 若需求某支座截面处最大负弯矩时,该支座左、右两跨均布置活荷载,然后隔跨布置活荷载; D. 若儒求某支座截面处最大剪力时,该支座左、右两跨均布置活荷载,然后隔跨布置活荷载;
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A.
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B.
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