P1.38 Two aluminum plates, each having a width b = 7.0 in. and a thickness t = 0.625 in., are welded together as shown in Figure P1.38/39. Assume that a = 4.0 in. Given that the tensile axial load is P = 115 kips, determine (a) the normal stress that acts perpendicular to the weld and (b) the shear stress that acts parallel to the weld. P

P1.38 Two aluminum plates, each having a width b = 7.0 in. and a thickness t = 0.625 in., are welded together as shown in Figure P1.38/39. Assume that a = 4.0 in. Given that the tensile axial load is P = 115 kips, determine (a) the normal stress that acts perpendicular to the weld and (b) the shear stress that acts parallel to the weld. P

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

A 1/4 in fillet weld is to transmit a total force of 12,000 lb. If the allowable unit stress in shear on the weld is 15,800 psi, the minimum effective length of the weld must be A. 5.4 B 4.9 in C. 4.3 in D 3.9 in.
Q2: The plate shown is welded to the support by using fillet .lf the maximum shear stress does not exceed 25 MPa find the size of the weld (h). Top view 40 mm 120 mm 2 kN Front view
A rectangular plate (0 =23°) is formed by welding two triangular plates shown in figure. The plate is subjected to a compressive stress of 2.3 MPa in the x-direction and a tensile stress of 13 MPa in the y-direction. Determine the normal and the shear stresses acting parallel to the weld. Weld Lütfen birini seçin: a. 10.664 MPa/5.50 MPa b. 0.3131 MPa/4.93 MPa c. None d. 0.0358 MPa/5.50 MPa e. 9.3175 MPa/6.09 MPa
Please solve it asap !! Strictly don't use Artificial intelligence tools.
3.) The diagram below shows a 5.5m long double angle brace which is connected by 6mm welding connection. The length of weld shown in the picture is 300 mm on the top and 100 mm on the bottom. The 2-L127x 89x6.4 are 300W steel and long leg back-to-back. The braces are to be welded to a 12 mm 350W steel gusset plate. Determine the factored tensile capacity of the angles. Any intermediate connections that are required should also be specified. 740 kN -12 mm Gusset Plate
None
QUESTION 2 1.2 A thin cylindrical pressure vessel has the following specifications Internal pressure 5.33 MPa Metal thickness 20 mm Maximum allowable stress 120 MPa Efficiency of the longitudinal joint Efficiency of the circumferential joint 80 % 50 % 1.21 Determine the maximum internal diameter which the cylinder may have. 1.2.2 The actual values of the hoop and longitudinal stresses. For the soolbar, press ALT=P10 (PC) or ALT-FN-F10 (Mac). B IUS Paragraph Ara !! 140x AITZAN LAINA
A 40mm thick steel bar that is fabricated by welding two parts together is shown below. Being concerned for the strength of the weld, you need to find the state of stress (normal stress and shear stress) in the plane of the weld for an applied load of 400kN. Draw your result on a stress element. 57° 400 kN 400 kN 100 mm