Class ResponseJ an-22 40 mm S kN 30 mm 25 mm 5 KN Determine the average...
o kN 5 kN 300 mm 450 mm450 mm (2) The 25-mm-diameter 2014-T6 aluminum rod is subjected to the Determine the displacement of end A. 40 kN/m 900 mm
Please show work :D M5.13 Rod and post with temperature change scenes 190 mm2 AT = 25°C 120 GPa = 15.7 x10-/C 40 kN (1) 290 mm2 (2) 200 GPa A B 17.7 x10-/C 2700 mm 1900 mm F (kN) A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. A concentrated load P is applied to flange B in the direction shown. F2...
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm 150 mm 12 mm 100 mm -200 mm 1.5 m 1. Determine the largest shearing stress in section n-n. (Round the final answer to the nearest whole number.) kPa. The largest shearing stress is 02019 McGraw HIll Bducation Al rights cosorved For the beam and loading shown, consider section-nand take P 177 kN. 160 mm 20 mm 100 mm 30 mm 500 mm- 500...
the beam shown is supported by two rods. the rods have diameters dab = 9 mm and dcD = 13 mm determine the force in rod CD so that the beam remains in the horizontal position when it is loaded. let the maximum stress in rod AB is OAB = 120 MPa D 3 m w 10 kN/m с 4 m Select one: O a. 11.96 kN O b. 15.93 kN O c. 3.659 KN O d. 7.634 KN if...
7.26 Torking stress in either tension or compression is AMS. 92.8 mm x 185.6 mm o MPa. am 3 m long is simply supported at each end and carries a uniformly distributed load of 10 kN/m. The beam at rectangular cross section, 75 mm x 150 mm. Determine the magnitude and location of the peak bending ress. Also, find the magnitude of the bending stress at a point 25 mm below the upper surface at the section midway betwcen supports....
what is the correct answer Task 3 Determine the strain when the rod is drag with force F 40 KN and Material's fy= 355 MPa and E = 210 GPa. The cross section area of the rod A, 250 mm2 1200 mm b, 4,51-10-4 c. 1022 μ a. 762 μ d, 204-10-6 d● 204-106 mm nswer e. 1,0 mm Task 3 Determine the strain when the rod is drag with force F 40 KN and Material's fy= 355 MPa and...
The assembly consists of two red brass C83400 copper rods ABAB and CDCD of diameter 30 mmmm, a stainless 304 steel alloy rod EFEF of diameter 40 mmmm, and a rigid cap GG. The supports at AA, CC and FF are rigid.Modul of elasticy for the copper is EcopperEcopper = 101 GPaGPa. Modul of elasticity for the steel is EsteelEsteel = 193 GPaGPa.(a) Determine the average normal stress developed in the rod ABAB.(b) Determine the average normal stress developed in the rod CDCD.
The mechanism below is in equilibrium under forces P1 of 5 kN and P2 applied at A and D respectively. Determine: 1. The diameter of the connecting rod CD given the normal stress is limited to 140 MPa 2. The shear stress in the 8 mm diameter pin at B. P1 150 mm 200 mm 10 mm 8 mm 60° 6 mm
Problem 6 А 300 mm di B 50 KN 250 mm d2 C P steel Section AB is made of Steel (E = 210 GPa) Section BC is made of Aluminium (EAL = 68 GPa) P = 16 KN d1 = 99 mm d2 = 49 mm 1- Calculate the maximum average normal stress on the composite rod ABC in MPa. 2- Calculate the total deformation of the composite rod ABC in mm. 3- Calculate the new length of the...
Problem 1 . (30%) The bar in Fig I. has a constant width of 35 mm and a thickness of 10 mm. Determine the average normal stress and average shear stress acting at section b-b in the bar when it is subjected to the loading shown. B 9 kN C 4KN D 12 kN 22 kN 9 kN 4 kN 35 mm Fig. 1