Determine the maximum absolute value of the shear.
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Determine the maximum absolute value of the shear.
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- The deflection curve for a cantilever beam AB (sec figure) is given by v=q0x2120LEI(10L210L2x+5Lx2x3) Describe the load acting on the beam.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.A simple beam with an overhang is subjected to d point load P = 6kN. If the maximum allowable deflect ion at point C is 0.5 mm, select the lightest W360 section from Table F-l{b) that can be used for the beam. Assume that L = 3 m and ignore the distributed weight of the beam.
- -3 The deflection curve for a simple beam AB (see figure) is given by v=q0x360LEI(7L410L2x2+3x4) Describe the load acting on the beam.The section modulus for the beam of hollow circular cross section of outer and inner diameters as 50mm and 35 mm respectively, is ______________ mm3. The section modulus (unit is in mm3)= ______________A 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
- Consider the beam and loading shown where P = 130 kN. What is the shear diagram, please show work.The section modulus for the beam of hollow circular cross section of outer and inner diameters as 70mm and 40 mm respectively, is ______________ mm3. The section modulus (unit is in mm3)= ______________ AnswerDerive the formula for the bending stress of a beam with a rectangular cross section and triangular cross secrion. Thank you
- Compute the shear capacity (?vVn) for the following beams of A992 steel: (A) W 24 × 94, (B) W 12 × 45, and (C) W 10 × 33.Q26 A Cantilever beam of dimension 12 m x 40 mm x 60 mm. It carries a uniformly distributed load of 550 kN/m for entire span. Determine (a) Maximum stress due to bending and (b) Young's modulus of the material used for the beam, if it deflects 3.5 m maximum at the free end of the span. Also find the maximum slope of the beam.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.