Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- I need the answer as soon as possiblearrow_forwarda\ A steel tape has a cross-section of 13 mm*1 mm and weighs 0.122 kg per meter. When supported throughout its length and under a pull of 7 kg and a a temperature of 15° C, its length is 50 m. A line is measured with it and found to de 2560 m. In this measurement the tape was supported at the end only, the pull was 12 kg and the average temperature was 30° C. What is the true length of the line? Take the coefficient of expansion of tape as 12*10 per degree C, E= 2.11*10 kg\cm?. Assume the ends to be at the same level.arrow_forwardConsider the continuous beam as shown in figure below: RA 9,- 2 6 (m) R₂ What will be the magnitude of slope at B? H₂ 6 (m) Rearrow_forward
- Two torque as shown are applied on a compound shaft of aluminum segment and a steel. Determine the maximum permissible value of T subjected to the following conditions: T, s 90MPA, T. S 65MPA and the angle of rotation of the free end limited to 11°. Use GS 84 GPa and Ga = 27 GPa. %3D %3D 75 mm Aluminum Steel 50 mm 2 m 1.5 marrow_forwardProblem 2 For the simply supported beam shown below, determine whether the beam is cracked or un-cracked under the applied loads, use f'e = 25 MPa, if the beam is cracked calculate the bending stresses in the beam using the transformed area method. 20 KN 300 mm 4 kN/m A↓ D 3025 k 3 m 3 m 500 mm - աա Starrow_forwardUsing the Portal Method determine all the member forcesof the frame shown below. Submit your answers in the format where the member forces are written along the corresponding members as illustrated in the short video discussion. Computation of such values may no longer be shown. a= 7 m b= 10 m P= 116 kN ЗР/2 G H 4m P 5m a barrow_forward
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