The cutaway view shows a solid aluminum alloy [L2 = 570 mm; A2 = 674 mm?; Ez = 70 GPa] rod (2) within a closed-end bronze [L1 = 584 mm; A = 1131 mm2; E, = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 2 mm between the rod flange at B and the tube closure at A. After load P = 170 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1). Support |C |(1) L2 (2) Flange B A clearance Answer: F1 = i kN Save for Later Attempts: 0 of 1 used Submit Answer

The cutaway view shows a solid aluminum alloy [L2 = 570 mm; A2 = 674 mm?; Ez = 70 GPa] rod (2) within a closed-end bronze [L1 = 584 mm; A = 1131 mm2; E, = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 2 mm between the rod flange at B and the tube closure at A. After load P = 170 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1). Support |C |(1) L2 (2) Flange B A clearance Answer: F1 = i kN Save for Later Attempts: 0 of 1 used Submit Answer

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.9.9P

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The cutaway view shows a solid aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 818 mm; A1 = 1211 mm2; E1 = 100 GPa] tube (1). Before the load P is applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 220 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1).
1. Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet DIa 20 mm x=100 mm a. Calculate "P" in KN considering tension failure on gross area b. Calculate "P" in KN considering tension failure on net area c. Calculate "P" in KN considering failure on bearing on projected area. d. Calculate "P" in KN considering failure on shear on rivets e. Calculate "P" in KN considering failure on bearing on block shear f. Calculate the maximum safe load "P" in KN
The solid 34 mm diameter steel [E = 200 GPa] shaft supports two belt pulleys. For the loading shown, determine: (a) the shaft deflection at pulley B. (b) the shaft deflection at pulley C. Assume P = 810 N, Q = 480 N, LAB = 260 mm, LBC = 400 mm
f. Calculate the maximum safe load "P" in KN Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
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An overhang beam is loaded as shown below. The beam cross-section was butlt by attaching two (2) channels to a 9mm thick plate using 16mm rivets. The property of the channel is given below: Depth, D = 225 mm Flange Thickness, t= 9mm Flange Width, B, -112.5 mm Web Thickness, t. -9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t= 100 MPa on shear, for bearing, o,-200 MPa on single shear, a, =260MPa on double shear. 1. determine the location of centroid, ȳ, from top of the beam in mm 2. determine the moment of inertia, I, of the section in mm4 3. determine the maximum allowable moment, Mall, inkn-m, base on the beam's cross section.
Two 10" - 15.3 lb channels are welded together as shown in the figure. Find the moment of area of the upper channel about the horizontal centroidal axis of the entire section. Use the table for properties of channels
Situation 1| An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Thickness, tf=9mm Flange Width, B=112.5 mm Web Thickness, tw9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t 100 MPa on shear, for bearing, o.-200 MPa on single sheer, a-260MPa on double shear 1. Determine the location of centroid, ȳ, from top of the beam in mm
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Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below: Depth, D=225 mm Flange Width, B=112.5 mm. Flange Thickness, tf=9mm Web Thickness, tw9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t 100 MPa on shear, for bearing, o.-200 MPa on single sheer, a-260MPa on double shear. 2. Determine the moment of inertia, I, of the section in mm^4.
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A concentrated load P is supported by two inclined bars as shown. Bar (1) is made of cold-rolled red brass [E = 16,700 ksi; α = 10.4 × 10−6 /°F] and has a cross-sectional area of 0.205 in.2. Bar (2) is made of 6061-T6 aluminum [E = 10,000 ksi; α = 13.1 × 10−6 /°F] and has a cross-sectional area of 0.370 in.2. After load P has been applied and the temperature of the entire assembly has increased by 56°F, the total strain in bar (1) is measured as 1000 με (elongation). Assume θ = 50° and β = 53°.(a) Determine the stress in bar (1).(b) Determine the force in bar (1).(c) Determine the magnitude of load P.