Required informationFor the beam and loading shown, consider section n-n. Given: P-11 kips.201P 20 kips P20 20 201Determine the shearing stress at point aThe shearing stress at point a is [1 in.5.9 ksi.-10 in0.375 in.--ja0.6 in.10 in0.6 in

Answered: Image /qna-images/answer/021db1eb-b0f9-4c8a-9d00-c67160d8eacc.jpg

For the beam and loading shown, consider section n-n. Given: P=11 kips. 2f1 20 kips 20 20 2ft Determine the shearing stress at point a The shearing stress at point a is 59 ksi. 10 in a 0.375 in- 0.6 in. 10 in. 0.6 in

For the beam and loading shown, consider section n-n. Given: P=11 kips. 2f1 20 kips 20 20 2ft Determine the shearing stress at point a The shearing stress at point a is 59 ksi. 10 in a 0.375 in- 0.6 in. 10 in. 0.6 in

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

consider a beam with two 60-inch-long rods. The rods have a cross section area of 0.50 in 2 . Find the axial stress in each rod, draw the shear and moment diagrams for the beam, and find the maximum stress in the beam.
Consider the beam and loading shown. The allowable normal stress for the steel used is 152 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 90 kN A B 90 KN C 0.6 m 0.6 m 0.6 m 90 KN D -1.8 m- Determine the maximum value of the principal stress omax at the junction of a flange and the web. The maximum value of the principal stress omax is MPa.
For the beam shown at right, determine the following: P= 1800 lb a. Maximum tensile bending stress b. Transverse shear stress at a the junction of the "TEE" (i.e., 2" above the neutral axis). c. Transverse shear stress at the neutral axis - 7.5 ft- - 7.5 ft- (a) d. Draw the stress elements -10 in. representing the state of stress at the junction of the “TEE" and at the neutral axis. | 2 in. 4 in. -N- 1600 10 in. 8 in. 42 in.k- (b)
Draw the shear and bending moment diagrams for the beam with loading as shown below. Label all break-points and equations on the two diagrams. The geometric properties at the bottom of this exam may be helpful. 15 kip 2.5 kip/ft- B C A D 6 ft +3 ft> 6 ft Round your answers to one decimal. What is the absolute value of the maximum shear? Where does this maximum shear occur (assume A is located at 0 and D is located at 15 ft)? What is the absolute value of the maximum moment? Where does this maximum moment occur (assume A is located at O and D is located at 15 ft)?
The cantilever beam is subjected to a concentrated load of P-32 kips. The cross-sectional dimensions of the rectangular tube shape are b-8.2 in, d - 13.30 in, and t-0.300 in. Determine: (a) the magnitude of the shear stress at point K, which is located to the left of the vertical centroidal axis at zx = 1.7 in. (b) the magnitude of the maximum horizontal shear stress in the rectangular tube shape. Answer: (a) Ti (b) Tmax= x ksi ksi (typ.) TK b エーミー H d
Find the max shear stress in bending in the cross section below if Vmax = 10 kips. 10" Flange 2" Web 2" 8" Flange 2" 10" • Identify where in the cross section the max shear will occur. Determine the thickness of the cross-section at the location you wish to find shear stress. • Calculate the Ix for the shape (assume bending in the x with most basic beams). • Calculate Q by dividing the section into two pieces at the point you want shear stress. Select one of the pieces (either will work), I picked the top piece. Use the Shear Stress equation to determine the requested stress. Compare you answer: Max shear stress = at the center of the cross section.
A simply supported beam (i.e., with a pin support at point A and a roller support at point D) is subjected to the external loadings shown in the figure. The cross- soction is shown to the right of the beam. 10 IN 10 KN mm 10mm Determine the shear stress developed in the cross-section n-n at point E on the web, 2m S0mm
Draw the shear force and bending moment diagrams for 2 kip the beam under the external loadings shown in the figure. 200 lb/t Note use the graphical method; show all the critical tuming points of each curve, along with the calculation steps used in determining the critical points. 9
A 6 x 19 IPS wire rope has a wire rope diameter of 2-in and sheave diameter of 50-in. Find the bending stress of the rope. (Ans. 75600 psi)
A W18x71 A36 steel beam is loaded as shown on the figure. Neglect the weight of the beam. Determine the maximum shearing stress of the beam.
An elastomeric bearing (G = 130 psi) is used to support a bridge girder as shown to provide flexibility during earthquakes. The beam must not displace more than 38 in. when a 4.7-kip lateral load is applied as shown. The maximum allowable shearing stress is 60 psi. Determine the smallest allowable dimension b. Determine the smallest required thisckness a.
The beam is fabricated from two equivalent structural tees and two plates. Each plate has a height of 6 in. and a thickness of 0.5 in. The bolts are spaced at s = 8 in. Each bolt can resist a shear force of 17 kip. (Figure 1) Figure 6 in. 0.5 in. 3 in. V 1 in. 0.5 in. Part A Determine the maximum shear force V that can be applied to the cross section. Express your answer in kilopounds to three significant figures. V = IVE ΑΣΦ ↓↑ vec ? kip