Bending moment from the resultant of compressive concrete zone: [MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (11) Bending moment from the resultant of elastic part of tensile concrete zone: [MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (12) Bending moment from the resultant of elastoplastic part of tensile concrete zone: [MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (13) Bending moment from the resultant of tensile reinforcement: [M.
What does BM stand for?
BM stands for Bending Moment
This definition appears frequently and is found in the following Acronym Finder categories:
- Science, medicine, engineering, etc.
See other definitions of BM
We have 64 other meanings of BM in our Acronym Attic
- Beautiful Midnight (Matthew Good Band album)
- Beautiful Music (broadcast radio format)
- Beer Money
- Behavior Modification
- Behavioral Modeling
- Belgian Malinois
- Beli Manastir, Croatia (automobile code)
- Bella Morte (band)
- Bench Mark
Samples in periodicals archive:
deflection, bending moment or shear force as a function of the position x.
The bending moment and pressure distribution along the pile length were determined from the deformation of instrumented piles.
In three-point bending the maximum bending moment is attained at the point where the force is applied, and decreases as distance from this point increases.
We show that the bending moment, or torque, at the whisker base can be used to generate three-dimensional spatial representations of the environment," Hartmann said.
Addressing first supported excavations and then mechanically stabilized earth retaining walls, the 93 selected and refereed papers examine such topics as recommendations for assessing bending moments for stiff wall systems, results of an instrumented helical soil nail wall, the design and construction of circular cofferdams for earth retention in a flyash disposal basin, mobilizing reinforcement tension with geosynthetic-reinforced soil structures, the collapse of mechanically stabilized earth wall panels due to the effects of freezing temperatures, the seismic design of retaining walls, a three-dimensional analysis of the construction process for tunneling Donghu Metro Station in Guangzhou, and prehistoric landslide stabilization with ground anchors and surface reaction pads.
In every experiment the bending moment M and rotation of internal point of knee joint [phi] were measured.
The surface folding technique was the best method of edge banding and significantly enhanced the maximum bending moment of honeycomb core panels--more than twice that of panels without edge banding.