7TTT10 m12m10 m1. Determine the magnitude of the moment reaction at a.2. Determine the magnitude of the moment reaction at e.3. Determine the magnitude of the moment reaction at i.4. Determine the magnitude of the moment reaction at m.5. Determine the axial force in column fe. Answer in negative value if the axial force iscompressive, otherwise, answer in positive value if the force is tensileRound off your final answers to the nearest whole number. li.e., if your answer is 57.32, answer 57.If youranswer is 6758, answer 68) Solve the framc approximately using Portal Method.P.30KNEm6tn72kN-10 m1210 m1. Determine the magnitude of the moment reaction at a.2. Determine the magnitude of the mament reaction ate3. Determine the magnitude of the moment reaction ati

Answered: Image /qna-images/answer/a9e8ee17-3698-4c12-8ca0-371ef1b31bcd.jpg

Answered: 1. Determine the magnitude of the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q The mechanical system, shown in the figure, consists of two identical steel rods (A 60 mm?, E= 200 GPa, a 12 x 10/ °C) and a "rigid" beam AC. The beam is supported by a smooth pin at B. The nuts at A and Care initially tightened just enough to remove the slack, leaving the two rods stress-free. Determine the axial stresses induced in rods (1) and (2) if the temperature of both rods is decreased by 60 °C. -200 mm 80 mm A B "Rigid" (1) (2) 250 mm
A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P= 7 kN, Determine the axial deformation of uniform bar 1 (in mm). Indicate negative sign if compression. e 5P 39 E-200 GP gomm 30 mm 30 mvm 80 mm 30 mm 30 mm
bending moment changes sign shear force is maximum iii. bending moment is maximum GROUP-B 1) Derive the relationship between Young's modulus (E) and Bulk Modulus (K). 2) For the aluminium shaft shown (G = 27 GPa) below, (a) determine the torque T that causes an angle of twist of 4°, (b) the angle of twist caused by the same torque T in a solid cylindrical shaft of the same length and cross-sectional area. 1.25 m 18 mm 12 mm
For the beam shown, calculate the bending stress at a point 70 mm. from the top of the beam. P = 59, a = 233, b = 296 Round your answers to 2 decimal places.
/ The assembly consists of two 10-mm diameter steel rods AB and BC, and a rigid bar B. After applying the loads shown, determine: (1) The maximum normal stress developed in each rod. (2) The horizontal displacement of end C with respect to the fixed support at A. (3) Suppose that only rod BC is exposed to change in temperature, what would be the change that keeps point C in the original position. Use Est = 200GPA, xst= 12(10)-6 600 mm 400 mm 50 kN 40 kN B C 50 kN
600 -400- 600 800 G| P2 P3 E F Tha at y pnywty i A - 100 mm E - 200 GPa A- 150 mm E- 200 GPa A130 mm E- 70 GPa 700 A- 50 mm E- 83 GPa P1 d. 30° o B 500 All dimensions are in millimeters.
The horizontal beam is supported by a pin at A and the pin-connected link BC. It has a uniformly distributed loading w = 7.0 kN/m as shown in the figure. All the pins are in double shear and have a diameter of 20 mm. Determine the max shear stress in the pin at A. Input your answer as a value only in MPa to one decimal place without +/- sign. W 1.5 m 2 m B 1 m
This is a mechanics of material question please show all steps clearly please show the given, what is to be found, and a free body diagram.
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Q1/ The assembly consists of two 10-mm diameter steel rods AB and BC, and a rigid bar B. After applying the loads shown, determine: (1) The maximum normal stress developed in each rod. (2) The horizontal displacement of end C with respect to the fixed support at A. (3) Suppose that only rod BC is exposed to change in temperature, what would be the change that keeps point C in the original position. Use Est = 200GPA, xst= 12(10)-6 600 mm 400 mm 50 kN 40 kN В C 50 kN
A uniform bar 1 is connected to a tapered rod 2. Both are subjected to axial loads as shown. If P = 7 kN, Determine the axial deformation of uniform bar 1 (in mm). Indicate negative sign if compression. 5P E-10 GPa + 39 E-200 GPo 3M 80mm 30 mm 30mm 80 mm 30 mm 30 mm

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