A B Figure 1

Q: 40AN 360 300 m * E A 200 4 600 mm F D B Determine the axial stress in member CF if the area of each…

A: To determine the axial stress in CF and determine weather it is tensile or compressive.

Q: 22) One brass bar and one steel bar are forming the setup shown below. Determine the tresses and the…

A:

Q: 2. The structure is used to support a distributed load of w = 5 kN/m. The bolts at A, B, and C each…

A:

Q: The truss shown consists of wooden members. Knowing that each member has a 50 x 50 mm. square…

A:

Q: Which of the following is an allowable stress design con O Alternate Basic Load Combinations O OMn O…

A: Allowable stress design (ASD) takes into consideration the allowable service load combinations.

Q: Determine the maximum permissible value of T provided the allowable shearing stresses in brass and…

A: ζb=70 MPaζs=110 MPaGb=80 GPaGs=40 GPa di=70 mmd0=90 mm

Q: A bracket has been loaded as shown in figure. Compute the top and bottom fibre stress at section…

A:

Q: A T 200 mm 200 mm H |В G -300 mm- C F 200 mm D 300 mm E

A: given - A beam with yielding wires  to find - average normal strain in  a. AH b. CG c. DF

Q: For the shaft loaded as shown, which point(s) at the section shown experiences the maximum shear…

A: Let's draw the FBD  for first figure At the L shaft observe the stresses and their directions…

Q: 2. The following the truss figure, came from your Module 1. Page 9. 3 m H H C G 30 kN 70 kN 4 panels…

A:

Q: Calculate each of the following under 20 kN load on a structure given below where all pins have a…

A:

Q: Determine the largest weight “W” that can be supported by the two wires AB and AC. The working…

A:

Q: QI: Find the normal stresses at sections A-A, B-B, C-C, and, D-D for the body as shown in figure…

A: As per guidelines we are supposed to answer only first question

Q: Q3 - Find the normal stress at sections A-A, B-B, C-C, and D-D for the member shown in Figure (3). A…

A:

Q: the loading shown, determine (a) the stress at points A and B, the point where the neutral axis…

A: A=4*1.8=7.2 in3 Iz=(4*1.83)/12=1.944 in4 Iy=(1.8*43)/12=9.6 in4

Q: Draw the V&M diagrams and calculate the largest permissible value of P for the beam and loading…

A: Allowable normal stress in tension=-80MPa Allowable normal stress in Compression=-140MPa To find…

Q: 4.Calculate and determine the nature of the forces in the bar EF,FC ,and BC with ritter cut method

A: Hint: Height of F = 3 tan30°=1.73 m         φ=tan-11.731=59.97° ∑MA=0-RD×6 + 30×4 +…

Q: 1. The assembly is shown is attached to supports at A and D. Section BCD is a solid 2" diameter…

A:

Q: Three round bars welded together are axially loaded as shown. Find the normal stress in each bar if…

A:

Q: Two vertical forces are applied to a beam of the cross section shown in Fig.2. Determine the maximum…

A:

Q: .2 ft, and LcD = 15.0 ft. Determine the magnitude of the maximum bending stress in the beam. P Į B…

A:

Q: Question 2: The bars of the truss each have a cross-sectional area of 340 mm2. If the maximum…

A: Given Data  Cross sectional area of each member (A) = 340 mm2  Maximum allowable axial stress in…

Q: Determine the principal stresses acting at the 1 section using Mohr circle

A: Determine the area of the section. The area of the section is A A=150 mm5 mm+180 mm6 mm+200 mm8…

Q: The three steel bars with 25 mm x 15 mm cross sections are welded to a 50 kN 40 kN gusset plate as…

A: Given Cross-sectional area=25×15 mm Force at A=40 kN Force at B =50 kN Force at C=20 kN

Q: T'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the…

A:

Q: Explain the term principles of superposition in civil engineering structures. b.State and explain…

A: Solution Note- According to Bartleby's guidline I only done the first question in the second and…

Q: P P 130 mm 25 mm 25 mm 3. Assume that the axial load P applied to the lap joint is distributed…

A:

Q: The strain at point A on the bracket has components = 330 (10-), ey = 560 (10-). Yxy = -570 (10-0).e…

A: Data given εx = 330×10-6 εy = 560×10-6 εz = 0 γxy = 570×10-6 To find:- Maximum shear strain…

Q: Determine the reactions at the beam supports loading. 480 lb/ft A B at -3 ft- 6 ft- C 2 ft 600 lb/ft…

A:

Q: - shress in each raod.

A:

Q: Calculate the shear stress in MPa at section B A 100 mm F=10EN 10 mm

A: Shear stress:- shear stress is defined as shear force per unit area.

Q: m AB. The cross-sectional area of the bar is 580 mm2. If the stress in the

A:

Q: B. 8m 6m iom

A: Given data  Cross section  Maximum permissible stress in compression and tension  Length of members