Required informationNOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.The toggle shown in figure (a) is added to the tongs of figure (b) and the load is lifted by applying a single force at G.Given: W = 8040 lb.WAG35 in.55 in.A-73 in.14 in.45 in.BW55 in.B20 in.BDetermine the forces exerted at C and E on the tong BCE.The forces exerted at C on the tong BCE iskips.The forces exerted at E on the tong BCE iskips. 7

Then C = 16683 lb= 16.7 kipsand E= 10174.35 lb = 10.2 kips

Answered: Required information NOTE: This is a…

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 1.10.13P: A large precast concrete panel for a warehouse is raised using two sets of cables at two lift lines,...

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A suspender on a suspension bridge consist of a cable that passes over the main cable (see figure) and supports the bridge deck, which is Far below. The suspender is held in position by a metal tie that is prevented from sliding downward by clamps around the suspender cable. Let P represent the load in each part of the suspender cable, and let represent the angle of the suspender cable just above the tie. represent the allowable tensile stress in the metal tie. (a) Obtain a formula for the minimum required cross-sectional area of the lie. (b) Calculate the minimum area if P = 130 kN, = 75°, and allow=80 .
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.
In the figure shown, the cutaway view shows a solid aluminum alloy of L= 600mm, A= 707mm^2 and E= 70GPa rod within a closed-end bronze of L= 610mm, A= 1206mm^2 and E= 100GPa tube. Before the load P is applied, there is a clearance of 2mm between the rod flange at B and the tube closure at A. After load P is applied, the solid aluminum alloy rod stretches enough so that flange B contacts the closed end of the tube at A. If the load applied to the lower end of the aluminum rod is P= 345KN, calculate:A. The normal stress in bronze tube, in MPa.B. The elongation of bronze tube, in mm.
The figures below show a formed sheet-steel bracket. The total distributed load “W” on the bracket is 20 kN. It is secured to the support with two grade 5.8 bolts. The joint constant is C=0.183, and the bolts are preloaded to 70 percent of the proof load. The dimensions of the top flange are the same as the mounting flange.a) Find the external loads (P1 and P2) carried by upper and bottom bolts respectively if both resist the moment?b) Find the upper bolt diameter by ignoring direct shear load and determine/select a standard metric bolt size with a pitch for a design factor of 1,4.c) Is there any need to enlarge 5 mm dia. holes in the bracket?
A load of F = 14kN is applied to a circular chain link in the figure. Since σem = 600 N / mm2What is the diameter of the chain link in order to safely carry the given load?
9-8kN stress/force on the AB rope holding the base station shown below There are. In order for the net force at point A of this base station to be downward What is the stress/force that should be on the AC rope? A) 5556 N C) 7356 N B) 8200 N D) 3648 N E) 1228 N
Figure 3: Given the figure, determine the member that will be designed for maximum tension (Note: just write the member designation ex: AD) just indicate the two letters.
A vertical load of (1.5C) kN is applied on a cantilever truss as shown in Figure 2. The truss is attached to the vertical wall and supported by bearing at A and B. For system stability, the bearing at A and B exerts forces Av, Ah, and Bh. If forces Av and (1.5C) kN make a counter clockwise couple and forces Bh and Ah make a clockwise couple, Solve for the magnitude of supporting forces. Note C= 4740
A load of F=599 kgf will be hung on a Workshop crane as in the figure. The pole to be used has a diameter of D= 59 mm and a wall thickness of t= 7 mm. Other dimensions are H = 1875 mm, L=1250 mm. If we take the Yield strength of the steel used σak= 321 MPa, how many times is the system safe when calculated according to the point where it connects to the ground? (Assume no supports shown at the bottom)
A load of F=590 kgf will be hung on a Workshop crane as in the figure. The pole to be used has a diameter of D= 59 mm and a wall thickness of t= 8 mm. Other dimensions are H = 2046 mm, L = 1364 mm. If we take the yield strength of the steel used as cak= 463 MPa, how many times is the system safe when it is calculated according to the point where it is connected to the ground? (Assume no supports shown at the bottom)
A horizontal plate using four rivets arranged as shown in figure. Determine the magnitude of the load?
Q1-A frame shown in figure (1) is loaded by a force of (100 N), the cross section area of the base at point A is (10 mm width X 15mm thickness). What is minimum yield stress required to fabricate this frame using tresca theory and safety factor of (2).

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