A . specimens geometry-5 is preferred when the end product is a thin plate or sheet

Q: Determine the normal force, shear force, and bending moment at a section passing through point C .…

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Q: I. Compute the centroidal distance with respect to x- and y- axis of the figure below. 1.5 çm 3 cm 2…

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Q: The three-hinged spandrel arch is subjected to the uniform load of 20 kN/m. Determine the internal…

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Q: tangents of a S.

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Q: Q-14: A soil has a void ratio of 0.70, degree of saturation 50% and G =2.7. Find the water content,…

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Q: Water flows through a 4-in diameter pipe at a velocity of 10 ft/s. Find the volume flow rate in cfs.…

A: step 1-

Q: A CAST IRON COLUMN OF CIRCULAR SECTION HAS A PROJECTING BRACKET CARRYING A LOAD OF 200 KN AT A…

A: Data is as given

Q: Earth is required to be excavated from the borrow pits for building embankment as shown in the…

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Q: Given the top view and right side view, draw the sectional view of the figure (you may use…

A: The sectional view is drawn in the next step for the given views

Q: The acceleration of a particle along a straight lne is defined by a (21- 4) m/s, where is in…

A: The given data is shown below: a=2t-9m/s2At t=0 sec, s=1 m, v=10 m/s

Q: Determine the internal normal force, shear force, and moment at points E and F in the compound beam.…

A: Figure is as shown

Q: Find the elevation of point y, if the zenith distance of point y observed from point x is equal to…

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Q: Compute the forces in members CD and JK, given that P = 3000 lb and Q = 1000 lb. (Hint: Use the…

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Q: Fluid flows past the two dimensional bar shown in figure. The pressures on the ends of the bar are…

A: Figure is as shown

Q: 10 kN 5 kN 5 kN \B C 2 kN/m 4 m A -3 m-2 m--2 m-3 m- (e)

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Q: 11. The proposed embankment fill requires 8000m of compacted soil. The void ratio of the compacted…

A: Data is as shown

Q: A 13-mm-diameter steel (E = 193 GPa) rod (2) is connected to a 27-mm-wide by 10-mm-thick rectangular…

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Q: The man (W in Ib) climbs up a 10-ft ladder rested on a wall at 60° with the horizontal. How far can…

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Q: Two masses each equal to m are lying on x-axis at (-a, 0) and (+a, 0) respectively, as shown in the…

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Q: A small particle of mass 'm' is held by a rope at an angle (0) with vertical and also by a…

A: step 1-

Q: Calculate the slope at Cusing ONE of these methods: double integration method, area-moment and…

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Q: DETERMINE THE FORCE (b) FOR MEMBER AC GIVEN THE DATA BELOW F-599 tb F-1.283 lb "Note for…

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Q: 1. A quarter circle dam with radius 20-m and 50-m perpendicular to the figure is shown. Solve for…

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Q: Question 13: Kor the bottom fluid 1. what equation relates the velocity gradient (du/dy) to the…

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Q: SITUATION III: A reinforced concrete tied column carries dead axial load of 600 kN and a live axial…

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Q: The following are the adjusted bearings and measured distances for a traverse that starts on point A…

A: Please refer the attached solution, thanks

Q: A trapezoidal load is acting in the middle portion AB of the double side overhanging beam as shown…

A: ∑MA=0-14 sin60°×1 + 20×4×2 + 12×20×4×13×4 - VB×4 + 10 = 0VB=52.80 kN ↑∑V=0VA+VB=14 sin60° + 20×4 +…

Q: m' is held by a rope at ar zontal cord. The tension in

A: solution of above problem is below:

Q: The 300-N block in the figure is at rest on the rough horizontal plane before the force P is applied…

A: Figure is as shown

Q: Pmin for flexure = (3*sqrt (f'c))/fy greater than or equal to 200/fy f'c = 3000 psi fy = 40 ksi…

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Q: lo kulm j20 kN/m

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Q: For the beams loaded as shown, do the following: 1. determine the support reactions 2. write the…

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Q: A truck load with three axle loads of 40 kN, 40 kN and 40 kN (separated by 2m between each…

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Q: 1. The 1.2.kg slider is released from rest in position A and slides without friction along the…

A: Given, Spring constant k=24 kN/mm=1.2 kg hA-hB=4.5 mg=10m/sec2

Q: The aluminum rod AB (G = 27 GPa) is bonded to the brass rod BD (G = 39 GPa). Knowing that portion CD…

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Q: 35KN 10KN/m 30KN.m 5kN/m 1.5m 1.5m 2.5 3.5 Cs Scanned with CamScanner 2. 3.

A: SFD:  Point load : rectangle  Udl : triangle  Uvl : 2 degree parabola    bMD:  Point load ; triangle…

Q: Q2. The compound beam shown in Fig.2. is pin supported at B and supported by rockers at triangle…

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Q: DETERMINE THE FORCE (Ib) FOR MEMBER AC

A: F1=586 lbF2=1213 lbAngle between AB and AC is 30° As two questions have been posted, solution will…

Q: 3 m 3 m - d A 45° 45°

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Q: The interior angles of a triangular traverse were repeatedly measured, with the results shown below.…

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Q: 7.15 A built-up steel member is composed of a W18 X 71 wide- flange section with a 12-in.-by--in.…

A: centroidal axis : A centroidal axis is any line that crosses through the cross section's centroid.…

Q: 5. A truck for hauling coal has an estimated net cost of $55,000 and is expected to give service for…

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Q: Distinguish the three major classes of cable-stayed bridge designs.

A: There are major three types of classes of cable- stayed  bridge as below, 1. Harp type  2. Fan type…

Q: Fluid flows past the two dimensional bar shown in figure. The pressures on the ends of the bar are…

A: Figure is as shown

Q: The torques shown below are exerted on pulleys A, B, and C. Knowing that the allowable shear stress…

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Q: A viscous liquid (p = 1.2x103kg/m³, µ = 0.0048 Pa.s) flows at a rate of 10ml/s through a horizontal,…

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Q: Neglecting friction loss, compute the drop in pressure head from the inlet to the throat of a 350 mm…

A: Given data : area of throat = 0.350*0.075 mm2 pipe dia = 250 mm discharge  = 55 lit/sec

Q: 1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point…

A: step 1-

Q: A ball A s thrown vertically upward from the top of a 30-m-high building with an initial velocity of…

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Q: Problem 14-27 The conveyor belt delivers crate each of mass M to the ramp at A such that the crate's…

A: Given: M=12 kg va=2.5 m/s g=9.81 m/s2 a=3 m

Material Selection

A wide variety of engineering applications make use of different materials, depending upon their usage. The materials used in civil engineering vary in their properties such as strength, ductility, brittleness, and creep strength. Depending upon the application and external loading conditions, an engineer must make a wise decision for material selection. A wrong decision would fail in its functionality.