I-section built-in beam in the figure shows two forces It is in effect. These forces at point A and B stress element by finding the stresses that it generates Please show on. Note: force of 100 kN It is in the x-y plane and the point of action is Take as its surface. Force with a magnitude of 180 kN I is in the center of gravity of the section (Search all show transactions and required reductions

I-section built-in beam in the figure shows two forces It is in effect. These forces at point A and B stress element by finding the stresses that it generates Please show on. Note: force of 100 kN It is in the x-y plane and the point of action is Take as its surface. Force with a magnitude of 180 kN I is in the center of gravity of the section (Search all show transactions and required reductions

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.10.8P: A suspender on a suspension bridge consist of a cable that passes over the main cable (see figure)...

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A large precast concrete panel for a warehouse is raised using two sets of cables at two lift lines, as shown in the figure part a. Cable 1 has a length L1 = 22 Ft, cable 2 has a length L2= 10 ft, and the distance along the panel between lift points Band D is d = 14 ft (see figure part b). The total weight of the panel is W = 85 kips. Assuming the cable lift Forces F at each lift line are about equal, use the simplified model of one half of the panel in figure part b to perform your analysis for the lift position shown. Find the required cross-sectional area AC of the cable if its breaking stress is 91 ksi and a factor of safety of 4 with respect to failure is desired.
A seesaw weighing 3 lb/ft of length is occupied by two children, each weighing 90 lb (see figure). The center of gravity of each child is 8 ft from the fulcrum. The board is 19 ft long, 8 in. wide, and 1.5 in. thick. What is the maximum bending stress in the board?
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