- For The Loading Shown Use The Double Integration Method To Determine A The Equation Of The Elastic Curve For The Cant 1 (44.89 KiB) Viewed 27 times
- For The Loading Shown Use The Double Integration Method To Determine A The Equation Of The Elastic Curve For The Cant 2 (39.23 KiB) Viewed 27 times
- For The Loading Shown Use The Double Integration Method To Determine A The Equation Of The Elastic Curve For The Cant 3 (44.89 KiB) Viewed 27 times
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 = 170 mm, LBc = 120 mm, Lcd = 100 mm, LDE = 230 mm, MB = 370 N-m, P = 2510 N and a constant value of El = 630 x 106 N-mm2 for the beam. Mg x B hol E с D Lo LAB LBC LDE Answers: (a) c = -0.0148 rad (b) Vc 7.48 mm
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; 1 = 370 x 106 mm4]. For the loading shown, determine the beam deflection vc at point C. = Assume P = 63 kN, w = 23 kN/m, LAB = LBC = 3.9 m, LCD = 2 m. W TIVI B С LAB LBC LCD Answer: vc= mm.