An Illustrated Guide to the Modern United States Army by Tim Ripley

By Tim Ripley

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3). 15) characterizes the graphical representations for the three solutions collectively suggested by the researcher for the moment numerical values for strip BDKM. 15) Graphical representations for the suggested three solutions collectively for the moment numerical values of strip BDKM. 43 Also, the value of shear force in third solution is roughly equal the average value between the values of the obtained shear force due to the first and the second solutions suggested by the researcher. 16) describes the graphical representations for the three solutions collectively suggested by the researcher for the shear numerical values for the strip BDKM.

He also investigated the reliability of the conventional approach using the coefficient of subgrade reactions, K. He stated that the Winkler’s hypothesis assumes that footings and mat foundation as well as grillage beams, resting on subgrades, the behavior of which is usually well simulated by that of elastic solids, and frequently analyzed by the elementary theory of beams on elastic subgrades. Based on the assumption, the contact pressure at any point of the beam is proportional to the deflection of the beam at the same point.

12). 169 x . 14) represent the shape of the construction shear force and bending moment diagrams for the strip BDKM. 3): Shear and Moment numerical values for Strip BDKM -Third solution Strip BDKM B2 = Column No. 3). 15) characterizes the graphical representations for the three solutions collectively suggested by the researcher for the moment numerical values for strip BDKM. 15) Graphical representations for the suggested three solutions collectively for the moment numerical values of strip BDKM.

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