The antenna tower is supported by the three cables. If the forces of theses cables acting on the antenna are FB = 520N, FC = 680N, and FD = 560 N. Determine the following: a. the magnitude and coordinate direction angles of the resultant force acting at A; b. the interior angles of the triangle BCD; c. the component of FB in the line AC; and d. the component of FC in the line AD

Q: Determine the deflection at midpoint between the supports A and B for the beam loaded as shown in…

A: ##Calculation of deflection at  Mid point of A and B support using Unit load method ####

Q: The force shown acts on the hook. Express it as a Cartesian vector.

A: As shown in figure (b), the coordinates for points A and B are         A(2 m, 0 m, 2 m) and…

Q: Determine the location of the centroid, y, and the moment of inertia of the cross section about the…

A: First calculate the area, y coordinator of centroid and moment of inertia about Centroidal x-axis of…

Q: y | 1 A -X 25' 15⁰ 40° C F = 13 kips 15' B 11 .n

A:

Q: 3-N 200 N 200N 300N

A: Given data  Point loads Side dimension  To find  Couple moment

Q: a) Determine the location of the centroid with respect to the point P; y = mm Submit part Unanswered…

A:

Q: Replace the three forces shown by an equivalent force-couple system at point A. If the forces are…

A:

Q: Determine the value of the maximum deflection and rotation at both support for the beam loading…

A:

Q: Determine the components horizontal and vertical reaction exerted by the pins A and B on the frame…

A: Solution:

Q: Determine the moments of inertia Iu, Iυ and the product of inertia Iuυ for the beam’s…

A: The given section is:

Q: Q5 Draw the influence line for (a) the moment at B, (b) the shear at C, and (c) the vertical…

A: Given data:

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.