Solve this problem and show all of the work 6) Two wooden members of 80×120-mm uniform rectangular cross sections are joined by thesimple glued scarf splice shown. Knowing that ẞ = 22 and that the maximum allowable stressesin the joint are, respectively, 400 kPa in tension (perpendicular to the splice) and 600 kPa in shear(parallel to the splice), determine the largest centric load P that can be applied.P120 mm80 mmP

Answered: 6) Two wooden members of 80×120-mm…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Two wooden members of 80 *120-mm uniform rectangular cross section are joined by the simple glued scarf splice shown. Knowing that β=22° and that the maximum allowable stresses in the joint are, respectively, 400 kPa in tension (perpendicular to the splice) and 600 kPa in shear (parallel to the splice), determine the largest centric load P that can be applied
eBrandon Reardon Name 1. The lap joint shown is connected by four 20-mm diameter rivets. The load P is equal to 120 kN and is carried equally by the four rivets. How many shear planes are there? b. Determine the shear stress in the rivets in MPa. P=120 KN a. 160 mm | mm 12 mm A tie rod of 4 inch diameter is used to hold a plaster wall in place. The tensile stress in the rod caused by load P is 20 ksi. Find the diameter "d" (to the nearest 1/6 inch) of the washer that keep the bearing stress between the plaster and the washer from exceeding 300 psi. 2. Wall Tie rod
Two portions of member AB are glued together along a plane forming an angle with the horizontal. The ultimate stress for the glued joint is 3.3 ksi in tension and 2.2 ksi in shear. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 2.0 in. B 2.4 kips 1.25 in. Determine the value of 0 for which the factor of safety of the member is maximum. (Hint: Equate the expressions obtained for the factors of safety with respect to the normal and shearing stresses.)
Q2Two wooden members of uniform cross section are joined by the simple scarf splice shown. Knowing that the maximum allowable tensile stress in the glued splice is 75 psi, determine (a) the largest load P that can be safely supported, (b) the corresponding shearing stress in the splice. น Last 1 student ID+5 inch=W =9 4 L=Last 1 student ID+8 inch =12 60° P'
A draw bar between a tractor and a trailer is made from a length of steel with a rectangular cross-section 100 mm by 12 mm. The load is transmitted to the bar via a pin through a 25 mm diameter hole at each end as shown in Fig. 4c. for 100 Fig. 4c If the load P in the bar is 100 kN, determine the following: The stress at the section X-X, shown in Fig. 4c. i (6 marks) ii The stress at the section Y-Y, shown in Fig. 4c. (5 marks)
1.55 In the structure shown, an 8-mm-diameter pin is used at A, and 12-mm-diameter pins are used at B and D. Knowing that the ulti- mate shearing stress is 100 MPa at all connections and that the ultimate normal stress is 250 MPa in each of the two links joining B and D, determine the allowable load P if an overall factor of safety of 3.0 is desired. Тоp view 200 mm +180 mm - 12 mm 8 mm A В C A 20 mm P 8 mm 8 mm - DO 12 mm - Front view Side view Fig. P1.55
A 10-mm diameter steel bolt is surrounded by bronze sleeve. The outer diameter of the bronze sleeve is 20 mm and its inner diameter is 10-mm. Given that the yield stress for the steel is 640 MPa and the yield stress for the bronze is 520 MPa, determine the magnitude of the maximum allowable total load that can be applied to this assembly. (Assume full bond between the steel and the bronze sleeve) Esteel = 200 GPa, Ebronze = 100 GPa, Factor of safety = 1.5
Two 6-in.-wide wooden boards are to be joined by splice plates that will be fully glued on the contact surfaces. The glue to be used can safely provide a shear strength of 130 psi. Determine the smallest allowable length L that can be used for the splice plates for an applied load of P = 18 kips. Note that a gap of 0.5 in. is required between boards (1) and (2). P 6 in. (1) 0.5 in. O 27.22 in. O 21.27 in. O 32.88 in. O 29.62 in. O 23.58 in. (2)
b. A draw bar between a tractor and a trailer is made from a length of steel with a rectangular cross-section 100 mm by 12 mm. The load is transmitted to the bar via a pin through a 25 mm diameter hole at each end as shown in Fig. 5b. x| i. ii. of 100 O25 x| Fig. 5b CO Y | Y| rum beam If the load P in the bar is 100 kN, determine the following: The stress at the section X-X, shown in Fig. 5b. The stress at the section Y-Y, shown in Fig. 5b. i ort ratelic oltizog muhdillupealiste d
Please Solve this ASAP
1. The structure is used to support a distributed load of w = 15 kN/m. The bolts at A, B, and C each have a diameter of 16 mm and each bolt is used in a double shear connection. The cross-sectional area of axial member (1) is 3,080 mm^2. The allowable stress in axial member (1) is 50 MPa and 280 MPa for the bolts. Determine the factor of safety with respect to the specified allowable stresses for axial member (1) and bolt at C.
250 mm 400 mm 1.53 Each of the two vertical links CF connecting the two horizontal members AD and EG has a 10 x 40-mm uniform rectangular cross section and is made of a steel with an ultimate strength in tension of 400 MPa, while each of the pins at C and F has a 20-mm diameter and are made of a steel with an ultimate strength in shear of 150 MPa. Determine the overall factor of safety for the links CF and the pins connecting them to the horizontal members. A 250 mm D E F 24 kN

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