Problem 3: Compute the factors of safety for the configuration Bar and pin dimensions, limiting stresses, and applied load are given. Bar width Bar thickness Pin diameter Applied load Limiting normal stress 35 MPa Limiting shear stress 0.500 m 0.150 m 0.075 m 90 kN 454 Mpa bar thickness bar width pin diameter

Problem 3: Compute the factors of safety for the configuration Bar and pin dimensions, limiting stresses, and applied load are given. Bar width Bar thickness Pin diameter Applied load Limiting normal stress 35 MPa Limiting shear stress 0.500 m 0.150 m 0.075 m 90 kN 454 Mpa bar thickness bar width pin diameter

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Hand written and clean writing please
Question: A 12 mm thick plate is connected to two 8 mm thick plates, on either side through a 16 mm diameter power driven field rivet as shown in the figure below. Assuming permissible shear stress as 9- MPa and permissible bearing stress as 270 MPa in the rivet, the rivet value of the joint is P/2 - F 8 mm 8 mm ↓ 12 mm P
please recheck your final answer.
P 130 mm 25 mm 25 mm P P 3. Assume that the axial load P applied to the lap joint is distributed equally among the three 20-mm-diameter rivets. What is the maximum load P that can be applied if the allowable stresses are 40 MPa for shear in rivets, 90 MPa for bearing between a plate and a rivet, and 120 MPa for tension in the plates?
Give me answer according to the question
Q1/ Member B is subjected to a compressive force of 10 kips. If A and B are both 0.5 in. thick and made of a material with the shear stress-strain diagram shown below. Determine the smallest dimension a in order to prevent shear failure. Use a factor of safety of F.S. = 5.0 £s. Th (ksi) A y (rad) 90- 80 70 60 50 40 30 20 10 Ofpl = 0.008 Y = 0.54 0.73
SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the maximum force F that can be applied to the plates. The allowable axial stress of each plate is 150 Мра. The allowable shear stress of each bolt is 50 MPa. The diameter of each bolt is 16 F F 150 mm F F mm. 50 mm 340 mm
Determine principal stress
32 H.W tind longitudinal and hoor tensile stresses in the Wall of vessel Shown in figure, if the internal Bessure is 0.9 Ma and thickness of Wall is 6.4 mm? Ansi é =42.19 MPa + F= 62.8 Ma Also find ?5067 0.6m 0.6m
Subject: Steel design- Bolted Steel Connection - Bolted Subjected to Eccentric Loads *Use NSCP 2015 formula/guide to solve this problem *Use Handwritten
3- Calculate the maximum stress suffered by this piece