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Q. Show Seismic Loads For Ground Supported Equipment?
V = CsW is the governing equation for horizontal seismic base shear of ground supported equipment. Cs = 1.2AvS/(RT2/3), But Cs (seismic design coefficient) need not be greater than 5.5 Aa/R; where Av, Aa, S, R, are site specific values, and T is the first natural period of the equipment to be calculated. W is the operating weight of the equipment. The lateral horizontal seismic forces induced at the levels or mass points of the equipment, and in the direction causing the highest stresses.
Cemented Carbide These are minute pieces along with cutting edges and mechanically jointed or brazed to tool shank. This Carbide tool tips are generated by process of powder m
whats the example of opportunity cost?
Evaluate resultant of the system: Q: Figure given below shows two vertical forces and couple of moment 2000 Nm acts on horizontal rod, which is fixed at end A . Determin
importance of process planning system
what is the least count of following instrument? vernier caliper micrometer bevel protractor dial
What factors should be considered when selecting a digital encoder (line codes)? Briefly mention five of those factors. Use sketches and additional text to describe the following e
Q. Preliminary layout considerations? This section outlines the key aspects to be considered when preparing preliminary layouts during the evaluate phase. Preliminary layouts a
some suitable examples
Instantaneous Centre: this is a point around which link rotates at a particular instant. Absolute Instantaneous Centre: this is a fixed centre around which link rotates.
Uniform Alternate Electric Field Suppose a particle moves under a uniform (i.e. independent of space co-ordinates) but alternating electric field E given by, E = E 0 si
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