Determine stress in segment AB AluminumCopperE = 18(10) ksiSteelE = 10(10) ksiE = 29(103) ksi%3D%3DAAB = 0.09 inABC = 0.12 in?ACD = 0.06 in²3.50 kip1.75 kip2.00 kip1.50 kipADBL3.50 kip1.75 kip-18 in-12 in.-16 in:

Answered: Image /qna-images/answer/a109a4bc-11be-4b7e-bf87-2c1de91a718d.jpg

Aluminum Copper E = 18(10³) ksi Steel E = 10(10) ksi E = 29(10³) ksi %3D %3D %3D AAB= 0.09 in? ABC = 0.12 in? ACD = 0.06 in? %3D 3.50 kip 1.75 kip 2.00 kip 1.50 kip D 1.75 kip A BL 5.50 kip -18 in: -12 in.- -16 in:

Aluminum Copper E = 18(10³) ksi Steel E = 10(10) ksi E = 29(10³) ksi %3D %3D %3D AAB= 0.09 in? ABC = 0.12 in? ACD = 0.06 in? %3D 3.50 kip 1.75 kip 2.00 kip 1.50 kip D 1.75 kip A BL 5.50 kip -18 in: -12 in.- -16 in:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: One plate of size 100 mm x 12 mm is lap joined to another plate of size 200 mm x 12 mm by fillet…

Q: Steel Aluminum A=2.25sq.in A=1.5sq.in E=10,000,000psi E=29,000,000psi -P 15in 10in

A: A composite bar is made of two bars of different object particles that are rigidly fixed together…

Q: H.W A Solid steel bar of diameter 60mm and length 350 mm is placed inside an aluminum cylinder of…

A: Given data ES = 200 GPa = 2 × 105 N/mm2 EAl = 70 GPa = 7 × 104 N/mm2 Ls = 350 mm LAl = 350 + 0.25 =…

Q: A 50 mm x 100 mm purlin is used for a roof truss. Spacing of trusses is 3.5 m Weight of roofing…

Q: 5 in. 3 in. 3 in. i 4 in. amicarner

Q: PROBLEM 1: The vertical member consists of 2 (two) unequal legs with long legs back to back are…

A: The term "welded connection" refers to a connection between two parts that is made by welds. Welding…

Q: SAMPLE PROBLEM NO. 1 AT-beam has the following properties: br 820 mm, bw 250 mm, d 470 mm, t 100 mm.…

A: Flange width(bf)=820 mm Web width(bw)=250 mm Effective width(d)=470 mm Thickness(t)=100 mm Concrete…

Q: The steel rod is stress-free before the axial loads P1 =169 kN and P2 = 88 kN are applied to the…

A: calculate the axial force in each segment after the loads are applied.

Q: 9-D20 Two steel plates (E = 30 E6 psi) are glued to the pine beam (E = 1.8 E6 psi). The maximum…

A: Shear Stress = Shear load/affected area = 20000 lb / 16x10 =125 psi

Q: A sheet of copper is stretched biaxially in the xy-plane. If the strains in the sheet are ex = 0.40…

A: Given data in question Axis system Strains in x and y directions Poissons ratio Elasticity…

Q: rizontal reinforcing bar yers. Use the length of

A: SOLUTION no. of horizontal bars =206=326 in one layer N04 = 4 bars in one layer in three 3 layers…

Q: The wood members A and B are to be joined by plywood splice plates that will be fully glued on the…

Q: Use AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k. Note: НР12X53…

Q: Question Eight tensile bars with a diameter of 16 mm, divided into Fwo layers, are developed, C=50…

A: Development length: Minimum length reinforcement required to be embedded in concrete for development…

Q: A singly reinforced rectangular beam 270 mm x 430 is reinforced with 4-16-mm-dia. rebars with yield…

Q: A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1is 65 mm.…

Q: The composite bar in the figure is fırmly attached to unyielding supports. Compute the stress steel…

Q: Lohposiu piGM uith eapedf 4) X: tio to lowingi a cenchridal Xgas 150 200

Q: F cross section cut Ec, A Est, Ast

A: Given data: EstEc=6AstAc=19

Q: npose phy ement and

A: Given:- BNBC 2020 To find:- physical and technical specification for:- a) cement b) MSRod

Q: A steel plate 375mm x 16mm thick is bolted by four bolts placed symmetrically to form a single lap…

A: THE DESIGN STRENGTH OF TENSION MEMBER IS THE MINIMUM OF FOLLOWING: DESIGN STRENGTH DUE TO YIELDING…

Q: e soil pressure, factor of safety for s Calculate reinforcing steel for the st 110 pcf, coefficient…

Q: Determine the magnitude and direction of the resultant of forces acting on the plate shown in figure…

Q: MEMBE LENGTH STRESS REMARKS AN CorT A-B AF B-C B-F FG CF CG CD CH H-G H-D E-D HE

Q: A machine component is subjected to the forces and couples shown. The component is to be held in…

Q: 3. The aluminum block has the rectangular cross-section and is subjected to an axial compressive…

A: To determine: New length of 2 in side.

Q: The bean is fabricated from two equivalent structural tees and two plates. Each plate has a height…

A: Lets calculate I at Neutral axis

Q: Fill in the blanks: The steel rod is stress-free before the axial loads P₁ =169 kN and P2 = 88 kN…

Q: A rectangular fixed supported beam has the following properties. Compression steel if required shall…

Q: (in %, up to two decimal places) is, outer diameters of 100 mm and 106 mm. respectively. The area…

A: Given Outer diameter, do = 106 mm Inner diameter, di = 100 mm To Determine Area ratio of the core…

Q: Problem The composite bar system in Figure 4.8 consists of a steel bar and a bronze bar that are…

A: Given data:- The given total applied load, P=42000 lb The area of the steel bar, AS=1 in2 The given…

Q: The block is subjected to a triaxial loading as shown. If v = 0.30 and E = 29 x 106 psi, determine…

Q: 12 ID 12 Draw the Mohr's circle. Find the stresses on the plane shown. Fill in the blanks and table.…

Q: 3. The aluminum block has the rectangular cross-section and is subjected to an axial compressive…

Q: *4-36. The composite bar consists of a 20-mm-diameter A-36 steel segment AB and 50-mm-diameter red…

A: L1 = L3 = 250 mmL2 = 500 mmA1 = A3 = π4×502A2 = π4×202Esteel = 200×109 Pa & Ebrass = 101×109 Pa…

Q: Determine the design tensile strength of plate (200 x8 mm) connected to 10-mm thick gusset using 20…

A: Given, Yield stress of the plate fy=250 N/mm2 d=20 mm Diameter of the hole do=20+1=21 mm Ultimate…

Q: A joint is made by gluing two plywood gussets of thicknesst to wood boards. The tensile working…

A: Determine dimensions b and t=?

Q: 40 kN-m B 70 kN VC 2 m 2 m The beam has the following cross section: H 3 m Hinge 18 II 25 III IV 40…

Q: The composite bar shown is firmly attached to unyielding supports. An axial load P = 11.7 um/(m 243…

Q: Find CLR? () lb/ft3 (*No unit)

A: QRR = 100.0 ft3/sCRR = 0 lb/ft3QLR = 60.0 ft3/sCLR = ? lb/ft3Qout = 160.0 ft3/sCout = 150 g/L1 g/L =…

Q: Determine the design strength of the figure as shown. The steel grade is A992. *

A: Given- Grade of steel =A992Gross area=6.56 in2Thickness of flange=0.575in2

Q: Determine (approximately) the force in each truss member of the portal frame. Assume all members of…

A: To find force in all members of the truss

Q: Determinc the force in bars BD, CD and DF. GOO Ib 1200 Ib 1200 Ib 12' 1200 lb 44

Q: uestion Four ) The graphs straight line and is defin through the i. Determin unknown ii. Find the…

Q: Steel A=2.0 in.² E = 29 × 106 psi Aluminum A = 1.25 in.² E = 10 x 10⁰ psi A = 900 mm² -500 mm 15…

Q: sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick…

A: Given , ∝S=12x10-6/°C ES=200 GPa ∝B=20x10-6/°C EB=90 GPa Shear…

Q: Material Strengths: Fy = 248 MPa, Fu = 400 M Pa The diameter of the holes in the 12 mm - thick plate…

Q: 4. A joint is made by gluing two plywood gussets of thickness t to wood boards. The tensile working…

A: Given Data:σplywood=1300 psiσboard=800 psiζglue = 55 psiFind b, t = ?

Question

Determine stress in segment AB

Aluminum
Copper
E = 18(10) ksi
Steel
E = 10(10) ksi
E = 29(103) ksi
%3D
%3D
AAB = 0.09 in
ABC = 0.12 in?
ACD = 0.06 in²
3.50 kip
1.75 kip
2.00 kip
1.50 kip
A
D
BL
3.50 kip
1.75 kip
-18 in-
12 in.
-16 in:

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

FN=55 MN=62 SN= 71
FN= 55 MN=62 SN=71
FN=55 MN=62 SN=71
FN = 55 MN = 62 SN = 71
use theses valuesp = 8kNa = 4mb = 8m
A thin polymer plate PQR is deformed so that corner Q is displaced downward by a distance L = 1.45 mm to new position Q' as shown. Determine the shear strain at Q' associated with the two edges (PQ and QR). 120 mm 480 mm. P R 240 mm -2692 μrad -3352 μrad O-4917 prad -3610 μrad O-2921 urad Q 'Q' X
CLO 1: A rigid beam rests on two bronze bars 700 mm long. Another aluminum bar is placed between them which is 699.93 mm long. If the allowable stresses are Salum = 90 MPa and Spronze = 80 MPa, find the maximum weight of the beam that the system can support (in KN). %3! Alum 850 Bronze A in mm2 1500 Bronze Bronze E in Gpa 70 83 Alum 291.408 O 211.932 437.393 O 90.673
The rigid bar AOB is pinned at O and connected to aluminum and steel rods. If the bar is horizontal at a given temperature, determine the ratio of the areas of the two rods so that the bar will be horizontal at any temperature. Neglect the mass of the bar. 2m 6m A B 0 Steel Aluminum E = 70 GPa E = 200 GPa a=23.0 x 10-6/°C a = 11.7 x 10-6/°C L=8m L=8m
Determine the load in each member if F = 150 lb %3D Include FBD in your solution 12 A 50° 20° F 5
1. Classify each of the structures shown in the figure as externally unstable, statically determinate, or statically indeterminate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacy. Hinge Hinge a. C. DANIE BO B Coordinovan) SONHNISH Hinge WARRAS HARRAS Hinge Hinge b. DAMEN OVOŠÁRTÁTNOBITAKACHO Hinge for CANE
D 140 mm in the trusses analyies experiment we got the strain Reading as, B Loaden) 5train AB strain AC 5train BC (EM) (EM) (EM) O 469 1117 1116 50 465 1115 1126 100 463 1110 1131 150 458 1095 1139 200 453 1085 250 450 1080 calcute the force in each member; F= πTd²x ExE 4 d = 5.985mm E = 210 GN/m² B W с 1148 t 155
A beam is subjected to equal bending moments of M₂ = 36 kip-ft. The cross-sectional dimensions are b₁ = 7.5 in., d₁ = 1.4 in., b₂ = 0.60 in., d₂ = 5.2 in., b3 = 3.2 in., and d3 = 2.4 in. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M₂ Z M₂ X Z b₂ H K b₁ y| d₂ d3