Deflection. The vertical movement occurring between the supports of a Bridge superstructure or its components (beams, girders, and slabs) that results from their own weight and from dead and live loads. Although all parts of a structure are subject to deflections, usually only those deflections that occur in the superstructure are of significance during construction.
Deflection. No cracking, spalling, delamination or other defect or failure, ASTM E759.
Deflection. Flexible piping with deflection that prevents passage of ball or cylinder of size not less than 92.5 percent of piping diameter.
Deflection. Deflection is calculated based on the lateral loading only. The actual deflection for an axially and laterally loaded column may be larger then indicated on the printout due to the additional deflection caused by the P-Delta effect. The live load deflection limit can be set to limit the amount of deflection allowed for an adequate design. SHEAR This program does not check the shear capacity of a laterally loaded column. In the majority of situations the bending and compression capacity of the column will be the controlling factor. If you are designing a very short heavily loaded column you should check its capacity in shear by applying the same loads in one of the beam modules. MOMENT The bending moment about the X-axis due to eccentric loading is: Mx-ex = PT ⋅ ex The bending moment about the Y-axis due to eccentric loading is: My-ey = PT ⋅ ey The Lateral Load Moment is calculated for the axial direction in which the lateral loads are applied. Uniform lateral load (w): M@ Y = w ⋅ Y(L − Y) Where: 2 Y is the distance along the column where the moment is calculated. Lateral Point load (P): The moment at point Y due to a point load at a distance X from the left support: . When Y < X: M@ Y = P ⋅ Y ⋅ (L − X) L When Y > X: M@ Y = P ⋅ Y ⋅ X L LOAD COMBINATIONS
Deflection. Measuring System
Deflection. Maximum allowable long term deflection shall be 5 percent of the inside diameter.
Deflection. Submit certified test reports showing compliance with specified performance characteristics as follows: The maximum allowable deflection in any member when tested in accordance with ASTM E330 with allowable stress in accordance with AA Specifications for Aluminum Structures is L/175 or 3/4 inches maximum.
Deflection of metal cladding or any framing or coupling member (mullions) when carrying full design load shall not deflect more than 1/240 of its clear span, maximum 3/4".
Deflection. This mode allows the user to regulate the gripping force during the grasp. In this modality, the movable arm is controlled to close completely towards the fixed part for each commanded value. Small values enable the grasping of fragile and low-weight objects; on the other hand, higher values can be used for heavy and rigid objects.
