show steps At point (A)

Q: Determine external as well as static indeterminacy

A: Given data : Number of external support reaction (R)=2+1+3=6Number of member (m)=3Number of Joint…

Q: compute the direction of principal planes

A: Given that,  Tangential stress = 14.4KN/M²   Normal stress = 16.2KN/M² Our aim is to determine the…

Q: 8. Find the particular solution of the following DE. a. D - 2D- 3)y 0; when x 0, y = 0, y -4. b. D2…

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Q: draw shear and bending moment diagram. Show completed solution 45 KN 45 AN 71kN/m Lisat tist

A: As per guidelines we can solve one question at a time, please upload separately, Thanks Solution to…

Q: 2" O 7) Fnd the centeroil, C =

A: The centroid of the composite area is calculated by using the following formula…

Q: A 3m C 3m m B OD 4 kN E

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Q: A P Front view -160 mm B D 18 mm 120 mm

A: Load P = 4kips applied at the free end of the mechanism . BD bar is reactangular bar of thickness =…

Q: Draw the free body diagram

A: Consider the given beam.

Q: Determine degree of external indeterminacy as well as static indeterminacy

A: Given data : Number of external support reaction (R)=2+2+1=5 Number of member (m)=21 Number of joint…

Q: The post having the dimensions shown is subjected to the load P. Specify the region to which this…

A: Equivalent forces system Free-body diagram:

Q: 1. Draw the free-body diagram of cach object.

A: Draw the free body diagram of cache object.

Q: Produce the section view of the object (a) as shown by the section plane (b). b

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Q: Calculate the total static indeterminacy of the plane frame shown in the figure below Exlain in…

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Q: Degree of static indeterminacy

A: Given data : Number of member (m)=11 Number of Joint (J)=7 Number of external support reaction…

Q: Determine Degree of static indeterminacy XX

A: Given data : Number of member =23 Number of joint (J)=12

Q: Determine the degree of indeterminacy of the structure below 02

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Q: A 180 kN 1.5 m 1.5 m 3 m Hinge B 3 m 180 kN 3 m

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Q: uld be (+) that means up not down

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Q: a connections, calculate the pin rea . Usea pin diameter of 16 mm in a

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Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.