A A 30 kN/m 60 KN 2m- 2m C D m 3 m- 25 kN/m 80 KN D 4 B B ++ 2m

Q: 3-28. Determine the coordinates of the centroid of the shaded area of Fig. P3-28. 4.5"- P3-28

A:

Q: -8.6 Use integration to determine the coordinates of the centrc une region shown. Answer: x= 2.86 ft…

A: To find centroid

Q: The solid lines in Figure 5.27 show a kingpost truss whose bottom member is level. Find the forces…

A:

Q: Determine the centroid for the sections shown. 20cm Scm 15cm 5cm Scm 30 cm Fig 1

A:

Q: 1.5. 55° 35° 35° A D E 4 m 4 m

A:

Q: 9.18 Compute I, and I, for the region shown. 40 mm 40 mm 68 mm x 66 mm 66 mm Fig. P9.18

A: I hope this is helpful.

Q: What is the degree of kinematic indeterminacy of the truss as shown in figure?

A:

Q: 100N 28 18 Fig. C

A: Answers are given blow

Q: Find the location of the centroid of the plane region.

A: Divide the area into 3 partsA1=square of 70×70mmx1=0y1=702=35mmA2=Semicircle of  dia…

Q: 9.22 Compute I, for the region shown. 18 2 2 Dimensions in inches Fig. P9.22

A: if you have any doubt please comment

Q: Y 3" 3" Determine the location of the centroid of the composite figure shown.

A: To Determine Location of centroid of the composite figure given.

Q: 18 in 6 in 6 in 6 in a) Determine the coordinates of the centroid of the plane region. b) Determine…

A: The plane region is as shown

Q: Locate the centroid of the plane area shown.

A: Given: r1=72 mmr2=120 mm To find: Centroid of plane area.

Q: 2. Locate the centroid of the given plane. 6 in- 6 in. 3 in. 6 in. 6 in. 38 in. 16 in. Fig. P5.4…

A:

Q: 9-79 Determine , , and area. for the rectangle where C is the centroid of the 120 mm Fig. P9.79 80…

A: Determine the moment of inertia with respect to the x axis.

Q: -30- 30 15 Dimensions in mm Fig. P9.23 x 9.23 For the plane region with a circular cutout, (a) find…

A: I hope this is helpful.

Q: 8.58 A 15° wedge is forced into a saw cut to prevent binding of the circu- lar saw. The coefficient…

A:

Q: 9.89 Determine I, and Iy for the region shown. 90 mm 60 mm 90 mm Fig. P9.89

A: Sketch the shaded region as shown in Figure 1.

Q: Truss by Method of Joints Determine the force of the truss shown in Fig.

A: To find:The member forces in the truss using the method of joints.

Q: r 10 in. B a = 5 in. a = 5 in. Fig. P5.8

A:

Q: 9.24 Determine I, for the triangular region shown. y 4 in. 4 in. Fig. P9.24 3 in. 2 in. x

A:

Q: INA 4.1 (A). Determine the second moments of area about the axes XX for the sections shown in Fig.…

A: Given crosssection area find?…

Q: The kinematic indeterminacy of the frame shown is? Hinge ATT C

A: Given- Frame as shown- It is needed to find the kinematic indeterminacy Dk.

Q: Use the method of sections to find the magnitude and direction of the force in meme we CD of the…

A: To determine the force in member CD of the given truss:   The method of sections is used to analyze…

Q: Find the Centroid   2) Find Ix and Iy

A: Answer  Let us divide the section into 4 parts We know that centroid os a section is given by…

Q: Problem7.1. Determine the coordinates of the centroid of the area shown in fig. with respect to the…

A:

Q: 3-35. Determine the x coordinate of the centroid of the shaded area in Fig. P3-35. 2" 3" 2" 3" 5"…

A: Centroid: The point at which the total area of the given figure is concentrated is known as…

Q: QI: Draw the S. F. D. and B. M. D. for the frame shown in Fig. (1)

A: Shear force and bending moment diagram

Q: A concrete gravity retaining wall has the section shown below: 0.3 m nie p 2.1 m 1.2 m It retains…

A:

Q: What is the kinematic indeterminacy for the frame shown below (member inextensible) Hinge Roller

A: A frame in which members of the frame are in-extensible. I

Q: Truss by Method of Joints Determine the force of the truss shown in Fig.

A:

Q: 40 30 10 10 D=15 15 30 55 40 FIG. EMS - PS6 002

A:

Q: 9.21 Compute I, for the region shown, given that x=25.86 mm. 60- 30 25 90 20 Dimensions in mm Fig.…

A: Approach to solving the question:To compute the moment of inertia Iy​ for the given region about the…

Q: 8.48 By integration, determine the x- and y-centroidal coordinates for the volume shown.

A: Solution: Consider an element of volume dV as shown:

Q: 300 mm 20 mm -20 mm 300mm

A:

Q: Q.3 Locate the centroid of the area shown in fig. -3 in 3 in. X

A:

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.