water te water 1-35m Ty 2m mercury (s=13.6)
Q: Based on the provided differential-type manometer, calculate the difference in the pressure between…
A: To find :- the pressure difference between points A & B.
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Q: H.W: calculate the pressure in A, B, C and D? Air A Air 0.4m 0.4m Oil S.. 0.9 0.5m Water D
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Q: Water is flowing through a venturimeter shown. The difference in pressure between Point 1 (D = 4cm)…
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Q: Q3)A differential manometer is connected at two points A and B of two pipes. The pressure at A and B…
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Q: - Oil (5.g = 0.92) 24 in Oil (5g. - 0.92) - 12 - Mercury (s.g = 13.6) toxt
A: NOTE :- Since diagram is given in question and there is no modifications required so no need to…
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A: given that Capillary rise (h) = 0.3 mm = 0.0003 mSurface tension (σ) = 0.459 N/mDensity of kerosene…
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- A line is recorded as 472.90 m long. It is measured with a0.65 kg tape which is 30.005 m long at 20 °C under a 50N pull supported at both ends. During measurement, thetemperature is 5 °C and the tape is suspended under a 75N pull. The line is measured on 3% grade. E = 200 GPa,cross-sectional area of tape is 3 mm2 and the coefficientof linear expansion is 0.0000116 /°C. Compute:a. The actual length of tape during measurement.b.The total error to be corrected for the inclined distancec.The true horizontal distanceSolve All correct dont use Ai ok(2) sz The bar ABCD is fixed at A by a pin and supported by two wires as shown in fig. the bar is subjected to aload of 75 kN at D. the relation between the movement of point N BtoDis TSN 36B =2 8D 26B =3 6D 8B =4 6D None of all these 26B = 8D O OOO0O0
- Convert the following and round off to nearest hundredth if necessary. 10ft³ to cm³A line is recorded as 472.90m long. It is measured with a 0.65kg tape which is 30.005m long at 20C under a 50N pull supported at both ends. During measurement, the temperature is 5C and the tape is measured on 3% grade. E=200GPa. cross sectional area of tape is 3mm and the coefficient of linear expansion is 0.0000116m/"C. A) how did you assume the value of pull at temperature 5 degrees is 75N ....A wide flange section is used as beam to support a concrete floor system. The beam is simply supported over a span of 6m. The properties of the section are given as follows:Depth, d = 498mmWeb thickness, tw = 56mmMoment of Inertia about x-axis, Ix = 3417 x 106 mm4Section Modulus about x-axis, Sx = 13730 x 103 mm3Self-weight, wself-weight = 7.32 kN/mAssume the beam is laterally supported over its length with its allowable stress in bending is 0.66Fy and its allowable shear stress is 0.40Fy assuming direct shear stress is used as basis instead of flexural shear stress. The allowable deflection is set at L/360. Use A36 steel with Fy = 250 MPa. (a) Compute for the safe uniform load (w) without exceeding the allowable shear stress. (b) Compute for the safe uniform load (w) without exceeding the allowable bending stress. (c) Compute for the safe uniform load (w) without exceeding the allowable deflection.