com/webapps/assessment/take/take.jsp?course_assessment_id= 268931_1&course_id3_96861_1&content_id=_2483. Question Completion Status: 8 9 10 11 12 13 14 15 16 17 18 19 20 The 105-mm-diameter steel shaft is subjected to the torques shown. T1 = 12 kN-m, T2 = 3 kN-m, T3 = 2 kN-m. Determine the angle of twist (in degrees) of the end B. Use L1 = 0.89 m., L2 = 0.50 m., L3 = 0.81 m. Shear modulus = 73 GPa. Round off to two decimal places. Input the numerical value only. А D T3 L3 L2 В T2 L1 T1 28°C Light rain

com/webapps/assessment/take/take.jsp?course_assessment_id= 268931_1&course_id3_96861_1&content_id=_2483. Question Completion Status: 8 9 10 11 12 13 14 15 16 17 18 19 20 The 105-mm-diameter steel shaft is subjected to the torques shown. T1 = 12 kN-m, T2 = 3 kN-m, T3 = 2 kN-m. Determine the angle of twist (in degrees) of the end B. Use L1 = 0.89 m., L2 = 0.50 m., L3 = 0.81 m. Shear modulus = 73 GPa. Round off to two decimal places. Input the numerical value only. А D T3 L3 L2 В T2 L1 T1 28°C Light rain

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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solve using method of consistent deformation
STEEL DESIGN BOLTED CONNECTIONS 6. Determine the value of P based on net area using a strength reduction coefficient of 85%. Situation 1: For the figure shown, use P = 100 kN, L = 300mm, Si = 100 mm and S2 = 180 mm. Assume the diameter of a bolt is 25 mm. a. b. 140.14 kN 304.00 kN 157.42 kN 137.79 kN C. d. Find the value of P based on block shear in gusset plate along the weld. 7. 157.42 kN 137.79 kN a. 140.14 kN С. b. 304.00 kN d. Compute the value of P based on shear in the weld if D = 6mm. 8. 140.14 kN 304.00 kN 157.42 kN 137.79 kN a. С. S, b. d. 4 S, The plate shown is connected at the top and at the bottom using 8 mm fillet welds. Use Li = 200 mm, L2 = 250 mm, L3 = 300 mm and P = 140 kN. 2. Situation 4: S, 3. P S, L2 L3 S2 1. Determine the maximum shear stress. a. 118.24 MPa С. 98.82 MPa 33.95 MPa d. 92.80 MPa WELDED CONNECTIONS An angle 150 x 100 x 10 mm is connected to the gusset plate as shown. The size of the weld is 8 mm. Use P = 400 kN, c =35 mm and E70 electrodes Situation…
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Analyze completely and summarize results from joints Ato E . SHOW COMPLETE FBD
PLEASE ANSWER ASAP TY! a) What is the magnitude of internal torque in segment CD (in N-m)? b) What is the magnitude of internal torque in segment AC (in N-m)? c) What is the magnitude of torsional shear stress in segment DB (in MPa)? d) Determine the maximum torsional shear stress in the shaft (in MPa). e) What is the angle of twist of the shaft at B relative to A (in degrees)?
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MECHANICS OF DEFORMABLE BODIES Provide complete solution including fbd and BOX the final answer.
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URGENT Please answer this problem in 30mins. I need correct answers with complete and step by step solution. Box the final answers. Do not shortcut your solution. I will give an upvote if it satisfies. Thank you!