The cutaway view shows a solid aluminum alloy [L2 = 730 mm; A2 = 693 mm?; E2 = 70 GPa] rod (2) within a closed-end bronze [L, = 741mm; Az = 1125 mm²; E1 = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 3 mm between the rod flange at B andthe tube closure at A. After load P = 200 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube atA. Calculate the internal force in bronze tube (1).Support|(1)L2L,(2)Flange|AclearanceAnswer:F1 = ikN

Answered: Image /qna-images/answer/fd4cf48e-74c5-47e6-9ea6-c9b46237bce7.jpg

Answered: The cutaway view shows a solid aluminum…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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
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
b. Calculate "P" in KN considering tension failure on net area 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
Determine the x, y, z components of internal loading at a section passing through point B in the pipe assembly. Neglect the weight of the pipe. Take F1 = {200i - 100j - 400k}N and F2 = {300i - 500k} N.
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 Xo of the entire section.
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
c. Calculate "P" in KN considering failure on bearing on projected area. 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
3. Two 10”-15.3 lb channels are welded together as shown in the figure. Find themoment of area of the upper channel about the horizontal centroidal axis xo of the entire section.
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.
The lower ends of the three bars are at the same level before the uniform rigid block weighing 40 kips is attached. Each steel bar has a length of 3 ft, and area of 1.0 in2, and E = 29 x 106 psi. For the bronze bar, the are is 1.5 in2 and E = 12 x 106 psi. Determine: (a) the length of the bronze bar so that the load on each steer bar is twice the load on the bronze bar. (b) the length of the bronze that will make the steel stress twice the bronze stress.
The outer diameter of the bronze pipe flush-mounted at the A and B points is given as D and the wall thickness as s. The pipe is tightened at the C point with a pipe wrench. Determine the greatest torsional stress that will occur in the pipe.D=11mm y=3mm F=140N
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.

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