等截面单跨超静定梁杆端弯矩的统一算式

The General Algorithm of the Bending Moment of the Superstationary Determination Beam With Constant Cross SectionAnd Single-span

本文介绍的统一算式是各种支座形式受集中荷载作用,等截面单跨超静定梁杆端弯矩归为统一的计算公式。对受均布荷载作用的情况,杆端弯矩可以通过积分求出。

The algorithm introduced in this article is the general algorithm of the bending moment of the superstationary determination beam with constant cross section and single-span under concentrated forces. In the case of distributed loads,the bending moment can be calculated through intergral.