ID3 in.Bq = 0.1 k/in.C2 in.SideThe wood block shown is fastened atAD to the side of a column,it is subject to a uniformly distributedload of q in x-axis and point load P in y-axis.Left picture is the view from it's side and rightpicture is the view from it's front.P=1000 lbi) Find the horizantal elongation of the block.ii) Find the downward displacement of BB*CC*Hint: P is exactly at the middle of BB*CC*Example is similar to one in previous lectures.BCP0.5 in.FrontE = 1.6G= 0.2μ = 0.2B*C*10³ ksi10³ ksi

Given:The length of the beam, The width of the beam, The height of the cross-section, The value of…

3 in. ID B ➡➡➡➡q=0.1k/in. C 2 in. Side The wood block shown is fastened at AD to the side of a column, it is subject to a uniformly distributed load of q in x-axis and point load P in y-axis. Left picture is the view from it's side and right picture is the view from it's front. i) Find the horizantal elongation of the block. ii) Find the downward displacement of BB*CC* P=1000 lb Hint: P is exactly at the middle of BB*CC* Example is similar to one in previous lectures. B C 0.5 in. Front E = 1.6 G= 0.2 μ = 0.2 B* C* 10³ ksi 10³ksi

3 in. ID B ➡➡➡➡q=0.1k/in. C 2 in. Side The wood block shown is fastened at AD to the side of a column, it is subject to a uniformly distributed load of q in x-axis and point load P in y-axis. Left picture is the view from it's side and right picture is the view from it's front. i) Find the horizantal elongation of the block. ii) Find the downward displacement of BBCC P=1000 lb Hint: P is exactly at the middle of BBCC Example is similar to one in previous lectures. B C 0.5 in. Front E = 1.6 G= 0.2 μ = 0.2 B* C* 10³ ksi 10³ksi

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.3.5P: A vertical bar is loaded with axial loads at points B, C, and D. as shown in the figure. The bar is...

See similar textbooks

Similar questions

Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.
A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete thrust blocks, as shown in the first part of the figure. The shores are evenly spaced at 3 m apart. For analysis purposes, the wall and shores are idealized as shown in the second part of the figure. Note that the base of the wall and both ends of the shores are assumed to be pinned. The pressure of the soil against the wall is assumed to be triangularly distributed, and the resultant force acting on a 3-meter length of the walls is F = 190 kN. If each shore has a 150 mm X 150 mm square cross section, what is the compressive stress
A T-frame structure is torn posed of a prismatic beam ABC and a nonprismatic column DBF. The beam and the column have a pin support at .A and D, respectively. Both members are connected with a pin at B. The lengths and properties of the members are shown in the figure. Find the vertical displacement of the column at points F and B. Plot axial force (AFD) and axial displacement (ADD) diagrams For column DBF.
Repeat Problem 2.4-8, but assume that the bar is made of aluminum alloy and that BC is prismatic. Assume that P = 20 kim. L = 3 ft.t = 314 in., b1 2m.b 2.Sin.andElO.400ksi.
A space truss is restrained at joints A, B. and C, as shown in the figure. Load P acts in the +z direction at joint Band in the -z directions at joint C. Coordinates of all joints are given in terms of dimension variable L (see figure). Let P = 5 kN and L = 2 m. (a) Find the reaction force components Az and Bx. (b) Find the axial force in truss member AB.
A 10-ft rigid bar AB is supported with a vertical translational spring at A and a pin at B. The bar is subjected to a linearly varying distributed load with maximum intensity q0. Calculate the vertical deform at ion of the spring if the spring constant is 4 kips/in.
A suspender on a suspension bridge consist of a cable that passes over the main cable (see figure) and supports the bridge deck, which is Far below. The suspender is held in position by a metal tie that is prevented from sliding downward by clamps around the suspender cable. Let P represent the load in each part of the suspender cable, and let represent the angle of the suspender cable just above the tie. represent the allowable tensile stress in the metal tie. (a) Obtain a formula for the minimum required cross-sectional area of the lie. (b) Calculate the minimum area if P = 130 kN, = 75°, and allow=80 .
A long, slender bar in the shape of a right circular cone with length L and base diameter d hangs vertically under the action of its own weight (see figure). The weight of the cone is W and the modulus of elasticity of the material is E. Derive a formula for the increase S in the length of the bar due to its own weight. (Assume that the angle of taper of the cone is small.)
A 150-lb rigid bar AB. with friction less rollers al each end. is held in the position shown in the figure by a continuous cable CAD. The cable is pinned at C and D and runs over a pulley at A. (a) Find reactions at supports A and B. (b) Find the force in the cable.
Solve the preceding problem for the following data: b = 8.0 in., k = 16 lb/in., a = 45°, and P = 10 lb.
1. A tripod shawn supports of note that ball and rocket joints are used to mount the tripuod a load P=1000N at point A. Take at points B,D, and C. consider the t LI L 2 L2: 4 L3 : 3 A : 45° g :30° %3D on x-z plane L2 POINT C (2,-2,3) C0,0,0) ミー- Determine the ff Force of AB - N Force of AC - N Force of AD : N
The crate weighing 100kg is balanced as shown in the figure. Find the tensile strength on each wire to maintain this state. (Considering Cartesian coordinates). I have been trying so long for this question and I couldn't solve it . Please help me.