Determine the slope at B and the displacement at poust for for the beam IDm 10m 10m (0m
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- 3. Compute the reacting forces RA and Rg at the ends of the beam shown. These reacting forces are neccessary to maintain equilibrium. pª 3m 130N Fa 112 5mDvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScannerA.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
- Analyze the beama. The location of the plastic neutral axis is located _____mm from the top of the beam.b. The centroidal moment of inertia with respect to the horizontal axis of the section is nearest to _____x 106 mm4c .The plastic modulus (ZX) of the section is nearest to _____ x 103 mm3d. The section modulus (SX) of the section is nearest to _____ x 103 mm3Problem: The beam has a given cross section as shown. fc = 9.8 MPa, fs = 138 MPa, n = Determine the safe moment capacity of the beam. 10. %3D %3D -500 mm- 300 400 2-25 mim 100