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QI/ A glued lap splice is to be made in a (10 mm " 20 mm) rectangular member at angle as shown in the figure helow. Assuming that the shear strength of the glued joint controls the design. What axial force P can be applied to the member? Assume the shear strength of the glued joint to be 10 MPa a=20°

QI/ A glued lap splice is to be made in a (10 mm " 20 mm) rectangular member at angle as shown in the figure helow. Assuming that the shear strength of the glued joint controls the design. What axial force P can be applied to the member? Assume the shear strength of the glued joint to be 10 MPa a=20°

Elements Of Electromagnetics
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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94 .ll M 目 مقاومة دور ثاني.pdf Eng. Technical College Baghdad Mechatronic & Mechanical power Dept. Strength of Materials Date: 12/9/2021 Time: 3 hours Teacher: Dr. Raad Abdelameer الإجابة على أربعة أسئلة فقط. الدرجات موزعة بالتساري على جميع الأسئلة Q1/ A glued lap splice is to be made in a (10 mm * 20 mm) rectangular member at angle as shown in the figure below. Assuming that the shear strength of the glued joint controls the design. What axial force P can be applied to the member? Assume the shear strength of the glued joint to be 10 MPa. a=20° Q2/ IF a load of 1 Kip is applied to a rigid bar suspended by three wires as shown in the figure below, what force will be resisted by each wire? the outside wires are aluminum ( E =10' psi ) the inside wire is steel (E = 30 * 10° psi) Initially , there is no slack in the wire. Alus ie Q3/ The solid 50 mm diameter steel line shaft shown in the figure is driven by a 30 -hp motor at 3 Hz (a) find the maximum torsional stresses in section AB, BC, CD, and DE of the shaft.(b) determine the total angle of twist between A and E. let G = 84 GPa. 30 hp bearing Shp off 15 hp off 10 hp off 1.5 3m m 6m Q 4/ Write shear and moment equations for the beams as shown in the figure. let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear Load IOK 20k 20 K SK A. Q 5/ Calculate the moment of resistance for the I - section as shown in the figure. the value of I= 7.36* 10* m* and maximum stress of 77 MN/ m² the web thickness is 13 mm. 13mm 224 mm 13mm Good luck
Transcribed Image Text:94 .ll M 目 مقاومة دور ثاني.pdf Eng. Technical College Baghdad Mechatronic & Mechanical power Dept. Strength of Materials Date: 12/9/2021 Time: 3 hours Teacher: Dr. Raad Abdelameer الإجابة على أربعة أسئلة فقط. الدرجات موزعة بالتساري على جميع الأسئلة Q1/ A glued lap splice is to be made in a (10 mm * 20 mm) rectangular member at angle as shown in the figure below. Assuming that the shear strength of the glued joint controls the design. What axial force P can be applied to the member? Assume the shear strength of the glued joint to be 10 MPa. a=20° Q2/ IF a load of 1 Kip is applied to a rigid bar suspended by three wires as shown in the figure below, what force will be resisted by each wire? the outside wires are aluminum ( E =10' psi ) the inside wire is steel (E = 30 * 10° psi) Initially , there is no slack in the wire. Alus ie Q3/ The solid 50 mm diameter steel line shaft shown in the figure is driven by a 30 -hp motor at 3 Hz (a) find the maximum torsional stresses in section AB, BC, CD, and DE of the shaft.(b) determine the total angle of twist between A and E. let G = 84 GPa. 30 hp bearing Shp off 15 hp off 10 hp off 1.5 3m m 6m Q 4/ Write shear and moment equations for the beams as shown in the figure. let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear Load IOK 20k 20 K SK A. Q 5/ Calculate the moment of resistance for the I - section as shown in the figure. the value of I= 7.36* 10* m* and maximum stress of 77 MN/ m² the web thickness is 13 mm. 13mm 224 mm 13mm Good luck
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