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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
explain steps of drawing bending moment diagrams
Sir morng..i know about WCB AND RB.With diagram..pls help me sir
parts of Bridges & culverts
First Can I use this device to test concrete specimen? I think the specimens sustain tensile strength with fixing the jaws! I want to know it is true or not?
Define Ways of providing the anti slip device - By Embedment? A recess can be created in the bed block in which the elastomeric pad will be placed. The functioning of the reces
Figures (a) and (b) respectively give details of a simply-supported bridge beam and its (idealised) cross-section. In addition to the dead load of 25 kN/m (including self weight),
free body digram
compare 2 numbers and print either the message identifying the greater than number(or) the message starting that both number are equal
#questiRJTIEJITIUDUAIIGIIYHU7S7URURE78ITIT8Y88R6ET8Y86U895R7YRGLHKGJFn..
.the assumptions in theory of riveted joints
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