Pb 13) 4.73Find the maximum value of stress at the hole and semicircular notch.45000 N50 mm100 mm15 mm25 mm45000 N

The problem is asking us to find the maximum stress at the hole and semicircular notch. Stress is…

Answered: Pb 13) 4.73 Find the maximum value of…

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

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1. answer with complete solutions with necessary diagrams.
Determine the largest shear force V that the member can sustain if the allowable shear stress is Talo 16 MPa. (a-34.7 cm: b-118 cm: I-122709.70 cm*) Oa 8/6.44 KN Ob 1007.91 KN Oc920.27 kN O d. 1086.79 KN O e 1174.44 KN
A bolt passing through a piece of wood is shown below. Determine the average shear stress in the wood. Determine the axial stress in the shank of the bolt. Answer options (for the two questions) A. 22.7 MPa B. 28.7 MPa C. 230 MPa D. 20.7 MPa
4. Solve this with a clear solution to avoid confusion.
Following plate is connected to the wall using 7 bolts. Cross sectional area of each bolt is A. Force F is applied to the plate. The magnitude of shear stress experienced by bolt B is, 100.00 25.00 25.00 25.00 O 1. Less than F/(7A) O 2. F/(7A) O3. More than F/(7A) 80.00 20.00 20.00 20.00 (40 00)
Six 7/8-inch-diameter rivets fasten the plate into the fixed member. Determine the MAXIMUM shearing stress and MINIMUM shearing stress caused in each rivet by the 14 kip loads. (in ksi) Note: Show the illustration and computation of the centroid. 14 kips 3 in. 3 in. 14 kips Figure P-334 P. 10 in.
NEED ANSWER ASAP The wooden members A and B are to be joined by plywood splice plates that will be fully glued on the surfaces in contact. The clearance between the ends of the members is to be 10 mm, the length of the plywood is L = 361 mm and the width of the wood is W = 151 mm. Find the shearing stress (in Mpa) in the glue if P = 33.6 kN. Round off the final answer to two decimal places.
1. Problem 1: Segment AB of the bar is a hollow tube with an outer diameter of 1.5 inches and a wall thickness of 0.125 inch. Segment BC is a solid rod of diameter 0.75 inch. Determine the normal stress in segment AB in psi. 0.125 in. 0.75 in. 4800 lb 2800 lb 1.5 in. B C |A -6 in.- -6 in. Your answer 2. In Problem 1, determine the normal stress in segment BC in psi. Your answer
20 A force of 250 kN was needed to punch the hole through the 8 mm thick steel plate, as shown below. rosesloyotoled jau milubase Ø24 Farhododecirl most soumis SALP30 TOUREN stav (A) 76.11 MPa (B) 97.66 MPa (C) 203.75 MPa (D) 399.06 MPa Hora 100 39 Calculate the ultimate shear stress of the steel plate. 60 bobini dignoue Mould 10.00 (0) gnitroo ni beau Pefore on OV1 es des anglet of quilida fins lidi.is (8) constalter goisons (2) in boe migjow tigilan (0)
Required information Forces are applied at points A and B of the solid cast-iron bracket shown. The bracket has a diameter of 0.8 in. Take P = 2300 lb. B 2.5 in. 600 lb 1 in. The principal stresses are: ksi A Determine the principal stresses and the maximum shearing stress at point H. (Round the final answers to two decimal places. Input the answers with the appropriate sign.) 3.5 in. max omin = ksi The maximum shearing stress is ksi.
why do you multiply by 16 in the shear stress?
0 Required information Three forces are applied to the bar shown. Take P = 46 kips. P 0.9 in. 0.9 in. h = 10.5 in. 1.2 in. 1.2 in. 4.8 in. 2 kips 2.4 in. 6 kips 2 in. 1.8 in. ksi. Determine the normal and shearing stress at point b. (Round the final answers to three decimal places.) The normal stress at point b is The shearing stress at point bis ksi.

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Pb 13) 4.73 Find the maximum value of stress at the hole and semicircular notch. 45000 N 50 mm 100 mm 15 mm 25 mm 45000 N