a) Find the maximum internal bending moment in the beam below (14 marks) Note, that the 1.5P N should be 1.5P N/m and refer to the triangular load: 1.5PN Let P = 6267 Newtons RMIT Classification: Trusted 0.75P N 7m 5m PN/m
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- A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves slowly across a simple beam AB (sec figure). The load transmitted to the beam from the front axle is 2200 lb and from the rear axle is 3800 lb. The weight of the beam itself may be disregarded. Determine the minimum required section modulus S for the beam if the allowable bending stress is 17,0 ksi, the length of the beam is 18 ft, and the wheelbase of the carriage is 5 ft. Select the most economical I-beam (S shape) from Table F-2(a), Appendix F.Draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shownA cantilever beam is 2 m long supports load of 1000N/m over of its entire length. The beam is 100 mm wide and 200 mm deep. Determine bending stress in beam. a. 3.0 mPa b. 3.6 mPa c. 4.2 mPa d. 4.8 mPa I need the answer asap. Thankyou
- A cantilever beam has flexural rigidity is EI=200 × 106 N.m2 is loaded with a concentrated force at its free end. The area of the bending moment diagram is 10000 N.m2 . What is the magnitude of the slope of the beam at its free end?A simply supported beam is subjected to a uniform service dead load of 1.2 kips/ft (including the weight of the beam), a uniform service live load of 1.8 kips/ft. The beam is 40 feet long, and it has continuous lateral support. If A992 steel is used, and the live load deflection must not exceed L/360, Is a W30 x 99 adequate? (for moment, shear, and deflection).For the beam and loading shown, use discontinuity functions to compute(a) the slope of the beam at C (positive if counterclockwise and negative if clockwise).(b) the deflection of the beam at C.Assume LAB = 210 mm, LBC = 140 mm, LCD = 120 mm, LDE = 260 mm, MB = 200 N-m, P = 1080 N and a constant value of EI = 590 × 106 N-mm2 for the beam.
- FULLY explain and show how to get the answer. Use the tables below to find the answer. This is a 3 part question please do each of them A W shape is to be used for a uniformly loaded simple beam carrying a total dead load of 30 kips and a total live load of 40 kips on a 24-ft span. Select the lightest weight shape for unbraced lengths of (1) 6 ft, (2) 8 ft, and (3) 12 ft. Mu=300, Mn=333.33, and Zx=80 Use the equation here to find the final answer. Mp-(Mp-Mr)(Lb-Lp/Lr-Lp)The bending stress in beams is dependent to the following exceptCalculate the bending moment in the middle of the beam. L = 6.2 m; q = 5000 N/m and M = 4qL2 Correct given answer is = 1585650
- What is the maximum bending moment in the beam in kNm? the absolute magnitude of the moment must be taken into accountPlot the shear and moment diagrams for the beam loaded with both distributed and point loads.What is the value of the bending moment at x = 7 m?Please answer following: given: - Flexural rigidity of beam= 85000 kNm2 Determine: - General moment equation. - Slope equation of the beam - Deflection equation of the beam.