5-83* The 1/2-in.-thick bar with semicircular (d/r = 1) edge grooves, shown in Fig. P5-83, is made of structural steel and will be subjected to an axial tensile load P of 10 kip. Determine the minimum safe width B for the bar if the maximum normal stress is limited to 20 ksi. į in. P B b r=} in. 글 in.

5-83* The 1/2-in.-thick bar with semicircular (d/r = 1) edge grooves, shown in Fig. P5-83, is made of structural steel and will be subjected to an axial tensile load P of 10 kip. Determine the minimum safe width B for the bar if the maximum normal stress is limited to 20 ksi. į in. P B b r=} in. 글 in.

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

1. Determine the shear, tensile and bearing stresses for the structural connection shown in Fig. 1. P- 10000 Ib 4 in
a=2.1m (1) c = 2m b = 3.1m d = 1.8m P = 80 kN WHAT IS THE AXIAL STRESS IN ROD 1 ? ANSWER IN MPa ROUNDED-OFF TO 2 DECIMAL PLACES B dia. of rod 1: = 13mm dia of rod 2 = 11 mm
A planar stress element has the stress state: 0₂ = 16 MPa, 0 = 44 MPa and ty = 39 MPa. Through what angle would you rotate the element to find the orientation that has zero shear stress? Units for your solution will be degrees. Ţ: Txy Tor 6 + 8
DRAW THE FBD FOR THIS PROBLEM. PLEASE PROVIDE DETAILED SOLUTION FOR THIS PROBLEM
Explanation required, Don't directly paste the solution from other site⚠️
pls help
Three metal rods are firmly attached to the walls and the middle rigid plate. Rod AB is made from stainless steel and rods CD and EF are made from 2014-T6 aluminum. If a balanced load is applied to the rigid plate, determine what the stresses are in the rods. Follow the sign convention that tensile stress is positive and compressive stress is negative. The parameter values are listed in the table above the figure. parameter value units L. 450 mm L2 300 mm d₁ 40 mm d2 30 mm P 40 KN L1 d₁ P B CC 030 BY NO SA 2021 Cathy Zupke P L2 D U MPa MPa The stress in AB σAB= The stress in CD and EF: σCD = σEF= E F
a=2.1m (1) c = 2m b = 3.1m d = 1.8m P = 30 kN WHAT IS THE AXIAL STRESS IN ROD 1 ? ANSWER IN MPa ROUNDED-OFF TO 2 DECIMAL PLACES B 2 dia of rod 1 = 13mm dia of rod 2 = 11 mm
strength of material MENG222 Please solve the problem step by step and make your line clear and don't forget to show me your step
Given:a. the force in BD=25KNb. vertical reaction at point C=-10KNc. horizontal reaction at point C=15KNd. resultant of reaction at point C=18.0KNe. allowable tensile (normal) stress in member BD =83.33MPaf. the allowable shear stress in the pin at C =72.7MPaPlease help me solve for:1. What is the required cross-section area and minimum thickness t of member BD?2. What is the required SHEAR cross-section area at point C?3. What is the minimum diameter for the pin at C?(Solve for a value with the combination of mm and N)
1. A solid square rod is cantilevered at one end. The rod is 0.8 m long and supports a completely reversing transverse load at the other end of 50 kN. The material is AISI 1060 hot-rolled steel (?? =370 MPa,?? =680 MPa ). Use a design factor of 2 and determine the dimensions of the square cross section for the following cases. Neglect any stress concentration. a. The rod must support this load for 100 cycles. b. The rod must support this load for 104 cycles. c. The rod must have infinite life.
Pipe (2) is supported by a pin at bracket Cand by tie rod (1). The structure supports a load Pat pin B. Tie rod (1) has a diameter of 10 mm and an allowable normal stress of 70 MPa. Pipe (2) has an outside diameter of 44 mm, a wall thickness of 8 mm, and an allowable normal stress of 170 MPa. Assume x1 = 2.9 m, x2 = 1.9 m, and y1 = 4.3 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress. B (1) (2) Answer: Pmax i kN